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1876 BEACH AVE - PERMIT RES18-0008 (2)HAKIM RESIDENCE 1876 BEACH AVENUE ATLANTIC BEACH, FLORIDA 32233 Q US Navy Commissary 0 Navy Exchange PROJECT LOCATION SHEET LIST SHEET NUMBER SHEET NAME TITLE SHEET A 100 A 101 GENERAL NOTES A 102 GENERAL NOTES A 103 FLASHING DETAILS A 104 FLASHING DETAILS A 200 DEMO PLANS A 201 FIRST FLOOR PLAN A 202 SECOND FLOOR PLAN A 203 THIRD FLOOR PLAN A 204 FINAL PLANS A 205 ROOF PLAN A 206 SCHEDULES A 300 ELEVATIONS A 301 ELEVATIONS A 400 SECTIONS A 401 SECTIONS A 402 SECTIONS A 403 SECTION DETAILS A 404 SECTION DETAILS E 200 FIRST FLOOR RCP - ELECTRICAL E 201 SECOND FLOOR RCP - ELECTRICAL E 202 THIRD FLOOR RCP - ELECTRICAL Total: 22 NORTH 0 2' 4' 8' SCALE: 1/4" = T-0" N 59'-6 1/4" E -2'-8 3/4" ----------- - I ` 1876 Beach Avenue I I I (' I I I I I 1 I� I II I I I I I I I' I I; `I w a I a I I I I' I {� w I 0- I I I I I I N 63-9 1/2" ACTUAL EXISTING E 70'-9 1/24 BUILDING SETBACK I REAR SETBACK — — --- — —— — �— ---� -----� ----------------�-- PER ODE --- -- —--=----- --- ------------------------ _ I -----=------- PROPERTY LINE ------ ------ I SILT FENCE MINIMUM BUILDING SETBACK LINE PER CODE �I I II I ' I I I I I ' I � 2 I I X400 I ') I ' I 2 POOLI I }---------- _!-- A 300 ---- - ------------------------- ;I ------------- ---- - I{ I I 2 I I{ A 401 I ' I I ; SIDE SETBACK I ; I LINE PER CODE I ' I I I I I 7'-6" —SSB I I I ' I) I ' I I I �I I { PROPERTY LINE EAVE EDGE ISSUED FOR PERMIT AND CONSTRUCTION 02.21.2018 APPLICABLE CODES: • 2010 FLORIDA ACCESSIBILITY CODE, FBC CHAPTER 11 • FLORIDA BUILDING CODE - BUILDING 2014 EDITION • FLORIDA BUILDING CODE - RESIDENTIAL 2014 EDITION • FLORIDA BUILDING CODE - PLUMBING 2014 EDITION • FLORIDA BUILDING CODE - FUEL GAS 2014 EDITION • FLORIDA BUILDING CODE - MECHANICAL 2014 EDITION • NATIONAL ELECTRICAL CODE - 2011 EDITION • NFPA 101 LIFE SAFETY CODE - WITH FLORIDA MODIFICATIONS 2010 EDITION • FLORIDA FIRE PREVENTION CODE - 2014 EDITION • W/ 2009 NFPA 101 LIFE SAFETY CODE COMPLIANCE METHODS: WORK AREA COMPLIANCE METHOD (FBC 101.5.2) THE BUILDING OR PORTION THERE OF SHALL NOT BE ALTERED SUCH THAT THE BUILDING BECOMES LESS SAFE OR ENERGY EFFICIENT THAN ITS EXISTING CONDITION. (FBC 601.2) ACCESSORY OCCUPANCY: SINGLE FAMILY RESIDENTIAL DWELLING. 2 BUILDING OCCUPANCY CLASSIFICATION: F A 301 { ; I I I ; ' I ACTUAL EXISTING 1 v I I 10'-0" BUILDING SETBACK ZONED RG -M I � I I A 400 { ; I I FIRE RATING SEPARATION: I ; I 1 HOUR BETWEEN GROUP R-1 AND A OCCUPANCIES (FBC I, I 1 I I I 1 TABLE 508.4) 1 i 1 i i i A 300 MEANS OF EGRESS: A 401 CHIMNEY IleI I I ; I I NUMBER OF EXISTINGS REQUIRED: 2 EXITS FOR OCCUPANT I SKYLIGHT I ; I LOAD GREATER THAN 49 (FBC TABLE 1015.1) I I IMPORTANT: I *ALL BEDROOMS IN THIS RESIDENCE MEET OR EXCEED THE { EMERGENCY ESCAPE AND FIRE RESCUE REQUIREMENTS BY ACTUAL EXISTING I HAVING AT LEAST ONE WINDOW OPENING PER ROOM OF 5.7 I 71-611 EXISTING CONCRETE THAN 44" ABOVESQUARE FEET D MEET THE SILL REQUIREMENTS OF LESS BUILDING SETBACK FINISHED FLOOR REFER TO WINDOW TAGS '�;--SSB TO BE REMOVED { AND CORRESPONDING ROUGH OPENING IN WINDOW SIDE SETBACK I I I SCHEDULE. LINE PER CODE I 2 (I I A 404 { I TO THE BEST OF MARK MACCO, ARCHITECTS KNOWLEDGE, THE INFORMATION AND BELIEF, THAT THE PATH OF EGRESS TRAVEL WITHIN THE ALTERED TENANT SPACE IS IN ' COMPLIANCE WITH THE FLORIDA ACCESSIBILITY CODE, CHAPTER 11 OF THE FLORIDA BUILDING CODE 2010. -4 --�- _ I I *NO UNDERGROUND OR OVERHEAD UTILITIES PROPERTY LINE IN VICINITY OF PROPOSED WORK. — —11 I -- - ------------------- ------ *A FOUNDATION SURVEY SHALL BE PERFORMED --1— — _ — w ( AND A COPY OF THE SURVEY SHALL BE ON THE —_---+I_------I-- ------ i A301 0 1 { SITE FOR THE BUILDING INSPECTORS PRIOR TO SILT FENCE FRAMING INSPECTION OR, ALL PROPERTY MINIMUM I ; ; I MARKERS SHALL BE EXPOSED AND A STRING BUILDING STRETCHED FROM MARKER TO MARKER TO VERIFY 1 i EXISTING CONCRETE SETBACK LINE REQUIRED SETBACKS. NO UNDERGROUND OR TO BE REMOVED PER CODE I ' ; OVERHEAD UTILITIES IN VICINITY OF PROPOSED SILT FENCE(; I I I I I I ACTUAL EXISTING WORK. ' I ,� o -- - --------J I BUILDING SETBACK ' I j L- ---------- ------------------ ; BUILDING CALCULATIONS: CL I I o _ = I{ l LOT TOTAL: 7,363 SF TEMPORARY i I I (PERMEABLE PAVERS) I ; I 1ST FL. AC SPACE: 1,208 SF TOILET LOCATION 1 D (TEMPORARY RY I 1 2ND FL. AC SPACE: 1,508 SF LOCATION) I I 3RD FL. AC SPACE: 1,073 SF �— I I L CATION) I I ' I I I _____-_� N -36'-4" TOTAL AC SPACE: 31789 SF ---- I I I----- - --- I E71' -81/4" ------- -------J --- ---- - — — — — 1 ST FL. COVERED DECK AREA 322 SF ' I I — — — 2ND FL. FRONT DECK AREA 371 SF N -40'-7" L - - - - — -�_ _ - __ - -- __ -- — — I L — — J I __-------� - — 2ND FL. REAR DECK AREA 56 SF 1 PROPERTY LINE DRIVEWAY I SILT FENCE 3RD FL. DECK AREA 517 SF E 4-9 3/4" I NEW BUILDING 1 SETBACK SILT FENCE I BUILDING SITE FOOT PRINT: 2,018 SF FRONT SETBACK I TOTAL SITE COVERAGE: 3,669 SF 2 SITE PLAN I LINE PER CODE I 3/16" = 1'-Q" TOTAL LOT PERCENT COVERAGE: 60% A 300 � � I MARK MACCC ARCHITECTS RWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904. 249 -ARCH (2724) www.MaccoArchitects.com OF F4 FC,O MARK W. MACCO _;�l AR96004 ki iso G�� AED P� �. MARK MACC0.",\\", AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date 1 REVISION 3 02/21/18 MAR 0 2 2018 HAKIM RESIDENCE TITLE SHEET Project Number ##### Date FEBRUARY 21, 2018 Drawn By MWM Checked By MWM A 10 Scale As indicated C N a M co 0 N N N I 1 HAKIM RESIDENCE I N 62'-4 3/4" ' _ _ — — —4-- E -5-1 1/2"OIL I _ _ — — -_- ----- ------ ------------------ 1876 BEACH _ — �-- - - AVENUE------ SILT FENCE I --- I PROPERTY LINE ATLANTIC BEACH FLORIDAI I I I ' III I MINIMUM BUILDING PROJECT LOCATION SHEET LIST SHEET NUMBER SHEET NAME A 100 TITLE SHEET A 101 GENERAL NOTES A 102 GENERAL NOTES A 103 FLASHING DETAILS A 104 FLASHING DETAILS A 200 DEMO PLANS A 201 FIRST FLOOR PLAN A 202 SECOND FLOOR PLAN A 203 THIRD FLOOR PLAN A 204 FINAL PLANS A 205 ROOF PLAN A 206 SCHEDULES A 300 ELEVATIONS A 301 ELEVATIONS A 400 SECTIONS _ A 401 SECTIONS A 402 SECTIONS A 403 SECTION DETAILS A 404 SECTION DETAILS E 200 FIRST FLOOR RCP - ELECTRICAL E 201 SECOND FLOOR RCP - ELECTRICAL E 202 ITHIRD FLOOR RCP - ELECTRICAL Total: 22 NORTH 0 2' 4' 8' SCALE: 1/4" = 1'-0" SETBACK LINE PER CODE � I N RSB I I o I; I I I � I I II I 2 POOL __— ----- I-il-- —� II I I I I I I I II I I III I I I' I I I I I III I I SS II I I I I II I I II I I I I I II I I ' I I II i EAVE EDGE i 2 A 400 I I I II I II I 1 I A 401 CHIMNEY I I I I I� I I I 7'6_� I II SSB II I MINIMUM BUILDING SETBACK LINE PER CODE I I Idi 2 II I A 404 I I I II I I I PROPERTY LINE I I MEN I I I - 1 � I A 301 I� I SILT FENCE I T o ' I (n o ---- �� TEMPORARY ' I I TOILET LOCATION j I I I I ' I I II L------- ----- — --- I------------ ----- — _ _ L — — — N -37'-8 1/2" ------------ -_ -- E 4-2 1/2" I TEMPORARY DUMPSTER SILT FENCE LOCATION 2 SITE PLAN I A 300 3/16" = V-0" I SKYLIGHT IINIMUM UILDING ETBACK LINE ER CODE--I---I ERMEABLE PAVERS PROPERTY LINE N66'-8" r: r,Q'-A 'ZIA" I II I 'I I I II I I II II I I �I I I I II I I .I I I I I �I I I II I I I II I II I I I I I II I II I MINIMUM BUILDING SETBACK LINE ISSUED FOR PERMIT AND CONSTRUCTION 01.02.2018 APPLICABLE CODES: • 2010 FLORIDA ACCESSIBILITY CODE, FBC CHAPTER 11 • FLORIDA BUILDING CODE - BUILDING 2014 EDITION • FLORIDA BUILDING CODE - RESIDENTIAL 2014 EDITION • FLORIDA BUILDING CODE - PLUMBING 2014 EDITION • FLORIDA BUILDING CODE - FUEL GAS 2014 EDITION • FLORIDA BUILDING CODE - MECHANICAL 2014 EDITION • NATIONAL ELECTRICAL CODE - 2011 EDITION • NFPA 101 LIFE SAFETY CODE - WITH FLORIDA MODIFICATIONS 2010 EDITION • FLORIDA FIRE PREVENTION CODE - 2014 EDITION • W/ 2009 NFPA 101 LIFE SAFETY CODE PER CODE COMPLIANCE METHODS: I WORK AREA COMPLIANCE METHOD (FBC 101.5.2) 11-rHE BUILDING OR PORTION THERE OF SHALL NOT BE ALTERED SUCH THAT THE BUILDING BECOMES LESS SAFE OR ENERGY EFFICIENT THAN ITS EXISTING CONDITION. PROPERTY LINE (FBC 601.2) .v(ESSORY OCCUPANCY: I SINGLE FAMILY RESIDENTIAL DWELLING. I I I it it I it I � I � I1 I ',I A 300 I ' I I I I I �I II I I � I � I �I II I I I I COMM� �Y DEVELOPMENT UNI I C;~ HIED I I III I I ' �I I I - I I ,I I ' I SILT FENCE I II I I I I I it I ' DRIVEWAY I I I � I II I II I ' I I I I _ - - - - N -33'-5 1/2" - — — — E6 9 '-3 1 /2" I I SILT FENCE BUILDING OCCUPANCY CLASSIFICATION: ZONED RG -M FIRE RATING SEPARATION: 1 HOUR BETWEEN GROUP R-1 AND A OCCUPANCIES (FBC 508.4) MEAWS OF EGRESS: OF EXISTINGS REQUIRED: 2 EXITS FOR OCCUPANT 1-0.r'%0 GREATER THAN 49 (FBC TABLE 1015.1) IMPORTANT: *ALL BEDROOMS IN THIS RESIDENCE MEET OR EXCEED THE EMERGENCY ESCAPE AND FIRE RESCUE REQUIREMENTS BY HAVING AT LEAST ONE WINDOW OPENING PER ROOM OF 5.7 SQUARE FEET AND MEET THE SILL REQUIREMENTS OF LESS THAN 44" ABOVE FINISHED FLOOR. REFER TO WINDOW TAGS AND CORRESPONDING ROUGH OPENING IN WINDOW SCHEDULE. TO THE BEST OF MARK MACCO, ARCHITECTS KNOWLEDGE, THE INFORMATION AND BELIEF, THAT THE PATH OF EGRESS TRAVEL WITHIN THE ALTERED TENANT SPACE IS IN COMPLIANCE WITH THE FLORIDA ACCESSIBILITY CODE, CHAPTER 11 OF THE FLORIDA BUILDING CODE 2010. *NO UNDERGROUND OR OVERHEAD UTILITIES IN VICINITY OF PROPOSED WORK. *A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS PRIOR TO FRAMING INSPECTION OR, ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING T RETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. NO UNDERGROUND OR OVERHEAD UTILITIES IN VICINITY OF PROPOSED WORK. BUILDING CALCULATIONS: LOT TOTAL: 7,363 SF 1 ST FL. AC SPACE: 1,208 SF 2ND FL. AC SPACE: 1,508 SF 3RD FL. AC SPACE: 1,073 SF TOTAL AC SPACE: 3,789 SF 1ST FL. COVERED DECK AREA 322 SF 2ND FL. FRONT DECK AREA 371 SF 2ND FL. REAR DECK AREA 56 SF 3RD FL. DECK AREA 517 SF . BUILDING SITE FOOT PRINT: 2,018 SF TOTAL SITE COVERAGE: 3,669 SF TOTAL LOT PERCENT COVERAGE: 50% MIA ARK MACCO ARCHITE TS FORWARD DESIGN. UNPARALLELED EXECUTION. 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com � FC po-dj r 0 4� MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 tNo. Description Dae HAKIM RESIDENCE T HEET I/Project Num oa e JAN 2N 2018 Drawrx M W M ecked By MWM ` A V As indicated n SITE PREPARATION A. SECTION REQUIREMENTS: 1. UNAUTHORIZED EXCAVATION CONSISTS OF REMOVING MATERIALS BEYOND INDICATED SUB GRADE ELEVATIONS OR DIMENSIONS WITHOUT DIRECTION BY ARCHITECT. UNAUTHORIZED EXCAVATION AND REMEDIAL WORK SHALL BE AT CONTRACTOR'S EXPENSE. 2. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY OWNER. PROVIDE ALL TEMPORARY UTILITY SERVICES WITHIN CONTRACT. B. MATERIALS: 1. SATISFACTORY SOIL; ASTM D 2487 SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, SP, AND SM. FREE OF ROCK OR GRAVEL. LARGER THAN 2" (50MM) IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, OR OTHER DELETERIOUS MATTER. 2. UNSATISFACTORY SOIL; ASTM D 2487 SOIL CLASSIFICATION GROUPS GC, SC, ML,MH, CL, CH, OL, OH, AND PT. 3. BACKFILL AND FILL; SATISFACTORY SOIL MATERIALS. 4. SUBBASE: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR CRUSHED SAND, ASTM D 2940, WITH AT LEAST 95 PERCENT PASSING A 1-1/2" (38MM) SIEVE. 5. BEDDING: SUBBASE MATERIALS WITH 100 PERCENT PASSING A 1" (25MM) SIEVE AND NOT MORE THAN 8 PERCENT PASSING A NO. 200 (0.075MM) SIEVE. 6. DRAINAGE FILL; WASHED, EVENLY GRADED MIXTURE OF CRUSHED STONE OR CRUSHED OR UNCRUSHED GRAVEL, ASTM D 448, SIZE 57, WITH 100 PERCENT PASSING. A 1-1/2" (38MM) SIEVE AND NOT MORE THAN 5 PERCENT PASSING A NO. 8 (2.36MM) SIEVE. C. EARTHWORK: 1. PROTECT SUB GRADES AND FOUNDATION SOILS FROM SOFTENING AND DAMAGE BY WATER, FREEZING TEMPERATURES, OR FROST. 2. EXCAVATE TO SUB GLADE ELEVATIONS REGARDLESS OF CHARACTER OF MATERIALS AND OBSTRUCTIONS ENCOUNTERED. 3. EXCAVATE FOR STRUCTURES, BUILDING SLABS, PAVEMENTS AND WALKWAYS. TRIM SUB GRADES TO REQUIRE LINES AND GRADES. 4. UTILITY TRENCHES: EXCAVATE TRENCHES TO INDICATED SLOPES, LINES, DEPTHS, AND INVERT ELEVATIONS. MAINTAIN 12" (300MM) OF WORKING CLEARANCE ON EACH SIDE OF PIPE OR CONDUIT. 1. PLACE, COMPACT, AND SHAPE BEDDING COURSE TO PROVIDE CONTINUOUS SUPPORT FOR PIPES AND CONDUITS OVER ROCK AND OTHER UNYIELDING BEARING SURFACES AND TO FILL UNAUTHORIZED EXCAVATIONS. II. PLACE AND COMPACT INITIAL BACK FILL OF SATISFACTORY SOILED MATERIAL OR SUBBASE MATERIAL, FREE OF PARTICLES LARGER THAN 1" (25MM) TO A HEIGHT OF 12" (300MM) OVER THE UTILITY PIPE OR CONDUIT. PLACE AND COMPACT FINAL BACK FILL OF SATISFACTORY SOIL MATERIAL TO FINAL SUBGRADE. 5. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN ONE VERTICAL TO FOUR HORIZONTAL TO RECEIVE FILL. 6. WHEN SUBGRADE OR EXISTING GROUND SURFACE TO RECEIVE FILL HAS A DENSITY LESS THAN THAT REQUIRED FOR FILL, BREAK UP GROUND SURFACE, PULVERIZE, MOISTURE - CONDITION OR AERATE SOIL, AND RE -COMPACT. 7. PLACE BACK FILL AND FILL IN LAYERS NOT MORE THAN 8" (200MM) IN LOOSE DEPTH AT OPTIMUM MOISTURE CONTENT. COMPACT EACH LAYER UNDER STRUCTURES, BUILDING SLABS, PAVEMENTS AND WALKWAYS TO 95 PERCENT OF MAXIMUM DRY DENSITY ACCORDING TO ASTM D1557; ELSEWHERE TO 90 PERCENT 8. GRADE AREAS TO A SMOOTH SURFACE TO CROSS-SECTION, LINES, AND ELEVATIONS INDICATED. GRADE LAWNS, WALKWAYS, AND UNPAVED SUB GRADES TO TOLERANCES OF PLUS OR MINUS 1-1/4" (32MM) AND PAVEMENTS AND AREAS WITHIN BUILDING LINES TO PLUS OR MINUS 1/2" (13MM). 9. UNDER PAVEMENTS AND WALKWAYS, PLACE SUB BASE COURSE MATERIAL ON PREPARED SUB GRADES AND COMPACT AT OPTIMUM MOISTURE CONTENT TO REQUIRED GRADES, LINES, CROSS-SECTION AND THICKNESSES. 10. UNDER SLABS -ON -GRADE, PLACE DRAINAGE FILL ON PREPARED SUB GRADE AND COMPACT TO REQUIRE CROSS- SECTION AND THICKNESS. 11. ALLOW TESTING AGENCY TO INSPECT AND TEST EACH SUB GRADE AND EACH FILL OR BACK FILL LAYER AND VERIFY COMPLIANCE WITH REQUIREMENTS. 12. REMOVE SURPLUS SATISFACTORY SOIL AND WASTE MATERIAL, INCLUDING UNSATISFACTORY SOIL, TRASH AND DEBRIS, AND LEGALLY DISPOSE OF IT OFF OWNER'S PROPERTY. TERMITE CONTROL C. CONCRETING: A. TERMICIDES: 1. CONSTRUCT FORM WORK ND MAINTAIN TOLERANCES AND SURFACE IRREGULARITIES 1. PROVIDE A WORKING SOLUTION IN CONCENTRATIONS WITHIN ACI 117 LIMITS OF CL.ASS "A" FOR CONCRETE RECOMMENDED BY MANUFACTURER. EXPOSED TO VIEW AND CLASS "C" FOR OTHER CONCRETE SURFACES. B. INSTALLATION: 2. SET WATER STOPS WHERE: INDICATED TO 1. PREPARE SURFACES AND APPLY TREATMENT AT RATES ENSURE JOINT WATER TIGHTNESS. AND CONCENTRATIONS RECOMMENDED IN MANUFACTURE'S WRITTEN INSTRUCTIONS. 3. PLACE VAPOR RETARDER ON PREPARED SUB GRADE, WITH JOINTS LAPPED 6 INCHES (150MM) 2. APPLY TERMITE CONTROL TO ALL AREAS OF NEW AND SEALED. CONSTRUCTION. 4. ACCURATELY POSITION, S PPORT, AND SECURE 3. POST SIGNS IN AREAS OF APPLICATION WARNING REINFORCEMENT. WORKERS THAT SOIL TERMITICIDE TREATMENT HAS BEEN APPLIED. REMOVE SIGNS WHEN AREAS ARE COVERED BY 5. INSTALL CONSTRUCTION, ISOLATION, AND OTHER CONSTRUCTION. CONTROL JOINTS. 4. REAPPLY SOIL TERMITICIDE TREATMENT SOLUTION TO 6. PLACE CONCRETE IN A CONTINUOUS OPERATION AREAS DISTURBED BY SUBSEQUENT EXCAVATION OR AND CONSOLIDATE USING MECHANICAL VIBRATING OTHER CONSTRUCTION ACTIVITIES FOLLOWING EQUIPMENT. APPLICATION. 7. PROTECT CONCRETE FROM PHYSICAL DAMAGE 5. MASSEY TO PROVIDE TERMITE TREATMENT. OR REDUCED STRENGTH DU TO WEATHER EXTREMES DURING MIXING PLACING, AND CURING. 8. FORMED SURFACE FINISH: SMOOTH FORMED CAST IN PLACE CONCRETE FINISH FOR CONCRETE EXP SED TO VIEW, COATED, OR COVERED BY WATERPROOFING OR A. SECTION REQUIREMENTS: OTHER DIRECT APPLIED MAT RIAL; ROUGH FORMED FINISH ELSEWHERE. 1. SUBMIT PRODUCT DATA. 9. UNFORMED SLAB FINISHE ; SCRATCH FINISH FOR 2. COMPLY WITH ASTM C-94, ACI -301, "SPECIFICATIONS FOR SURFACES TO RECEIVE MORTAR SETTING BEDS. STRUCTURAL CONCRETE FOR BUILDINGS"; ACI -318, FLOAT FINISH SURFACES FOR INTERIOR STEPS, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL RAMPS AND SURFACES TOR ECEIVE CONCRETE"; AND CRSI'S "MANUAL OF STANDARD WATERPROOFING, ROOFING OR OTHER DIRECT PRACTICE". APPLIED MATERIAL. TROWELED FINISH FOR FLOOR SURFACES AND FLOORS TO RECEIVE FLOOR 3. ENGAGE A QUALIFIED INDEPENDENT TESTING AGENCY COVERINGS, PAINT, OR OTHER THIN FILM FINISH TO TEST CONCRETE MIXES. COATINGS. TROWEL AND FINE BROOM FINISH FOR SURFACES TO RECEIVE THIN SET TILE. NON SLIP BROOM FINISH TO EXTERIOR CONCRETE B. MATERIALS: PLATFORMS, STEPS, AND RAPS. * CONCRETE FINISH TO BE GROUND AND OLISHED. 1. DEFORMED REINFORCING BARS; ASTM A-615, GRADE 50 SIX STEP PROCESS TO 600 G IT FINISH. (ASTM A -615M, GRADE 420). 2. WELDED STEEL WIRE FABRIC; ASTM A-185, FLAT SHEETS, 10. UNIFORMLY SPREAD 25 L /100 SQ. FT. (1.5 NOT ROLLS. 6X6, #10/#10. KG/SQ. M.) OF DAMPENED NON SLIP AGGREGATE OVER FLOAT FINISHED PAVING SURFACE. TAMP AND 3. PORTLAND CEMENT; ASTM C-150, TYPE 1. EXPOSE NON SLIP AGGREGATE. 4. FLY ASH; ASTM C-618, TYPE F. MAX. 20% OF TOTAL 11. APPLY DRY SHAKE COLO HARDENER TO FLOAT CEMENT & FLY ASH. FINISHED SURFACE, REPEATING FLOAT FINISHING TO EMBED EACH APPLICATION. APPLY FINAL 5. AGGREGATE; ASTM C-33, CLASS 4S. TROWEL FINISH. 6. FIBER REINFORCEMENT; ASTM C-1116, TYPE III, 12. CURE FORMED SURFACES BY MOIST CURING ENGINEERED POLYPROPYLENE FIBERS. UNTIL FORMS ARE REMOVED 7. AIR -ENTRAINING ADMIXTURE; ASTM C-260. 13. BEGIN CURING UNFORMED CONCRETE AFTER FINISHING. KEEP CONCRETE CONTINUOUSLY MOIST 8. CHEMICAL ADMIXTURE; ASTM C-494. FOR AT LEAST SEVEN DAYS. 9. WATER STOPS; FLAT DUMBBELL OR CENTER BULB TYPE, 14. OWNER WILL ENGAGE AESTING AGENCY TO OF EITHER RUBBER (CRD C-513) OR PVC (CRD C-572). PERFORM TESTS AND TO SU MIT TEST REPORTS. 10. VAPOR RETARDER; CLEAR 6-MIL-(0.2MM) THICK 15. PROTECT CONCRETE FROM DAMAGE. REPAIR POLYETHYLENE. SURFACE DEFECTS IN CONCRETE. 11. LIQUID MEMBRANE -FORMING CURING COMPOUND; ROUGH CARPENTRY ASTM C-309, CLEAR, TYPE 1, CLASS B WATERBORNE. 12. NONSLIP AGGREGATE; FACTORY PRODUCED, A. SECTION REQUIREMENTS: RUSTPROOF, NON GLAZING, FUSED ALUMINUM OXIDE 1. SUBMIT MODEL CODE EVALUATION REPORTS FOR GRANULES OR CRUSHED EMERY, UNAFFECTED BY ENGINEERED WOOD PRODUCTS. FREEZING MOISTURE, AND CLEANING MATERIALS. PRODUCTS: 13. DRY SHAKE COLOR HARDENER; PACKAGED, DRY B. LUMBER, GENERAL: COMBINATION OF MATERIALS CONSISTING OF PORTLAND 1. DRESSED LUMBER, S4S, 19/ MAXIMUM MOISTURE CEMENT, GRADED QUARTZ AGGREGATE, NON FADING CONTENT FOR 2" (38MM) THI KNESS OR LESS, MARKED MINERAL OXIDE COLORING PIGMENTS, AND PLASTICIZING WITH GREADE STAMP OF INSPECTION AGENCY. ADMIXTURE COLOR AS FOR AS SELECTED BY ARCHITECT. 14. FOR ALL EXTERIOR WALKS USE DRY SHAKE COLOR C. TREATED MATERIALS: HARDENER U.N.O. IN PLACE OF PLAIN CONCRETE. 1. PRESERVATIVE TREATED I ATERIALS; AWPA C2 I. COMPRESSIVE STRENGTH: 2500 PSI (17.3 MPA) AT LUMBER AND AWPA, C9 PLYWOOD, LABELED BY AN 28 DAYS. INSPECTION AGENCY APPROVED BY ALSC'S BOARD OF REVIEW. AFTER TREATMENT KILN DRY LUMBER AND IL SLUMP LIMIT: 4" (100MM) AT POINT OF PLACEMENT. PLYWOOD TO 19 AND 15% MOISTURE CONTENT, RESPECTIVELY. TREAT INDICATED ITEMS AND THE III. WATER CEMENT RATIO: 0.45 MAX AT POINT OF FOLLOWING: PLACEMENT. I. WOOD MEMBERS INC,ONNECTION WITH IV. AIR CONTENT: 5.5 TO 7.0 PERCENT FOR ROOFING, FLASHING, VAPOR BARRIERS ANDWATER CONCRETE EXPOSED TO FREEZING AND THAWING, 2 PROOFING. TO 4 PERCENT ELSEWHERE II. CONCEALED MEMBERS IN CONTACT WITH 15. REFER TO STRUCTURAL ENGINEERING PLANS AND MASONRY OR CONCRETE. SPECIFICATIONS. III. WOOD FRAMING MEMBERS LESS THAN 18 INCHES (460MM) ABOVE GRADE. IV. WOOD FLOOR PLATES INSTALLED OVER CONCRETE SLABS DIRECTLY IN CONTACT WITH EARTH. ROUGH CARPENTRY 2. FIRE RETARDANT TREATED MATERIALS: AWPA C20 LUMBER AND AWPA C27 PLYWOOD, INTERIOR TYPE "A" TREATMENT, LABELED BY A TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. 1. DIMENSION LUMBER: THE FOLLOWING GRADES PER INSPECTION AGENCY INDICATED.- 1. NDICATED:I. NON -LOAD BEARING INTERIOR PARTITIONS: STANDARD STUD OR #3 GRADE. MIXED SOUTHERN PINE: SPIB. II. FRAMING OTHER THAN NON LOAD BEARING PARTIIONS: CONSTURCTION OR #2 GRADE: SOUTHERN PINE SPIB, III. EXPOSED FRAMING SELECT STRUCTURAL GRADE, HAND SELECTED: SOUTHERN PINE: SPIB. 3. MICRO LAM BEAMS: LAID UP FROM WOOD STRANDS WITH EXTERIOR TYPE ADHESIVE COMPLYING WITH ASTM D WITH GRAIN OF STRANDS PARALLEL TO THEIR LENGTHS. I. EXTREME FIBER STRESS IN BENDING: 2900 PSI (20 MPa) FOR 12" NOMINAL (286MM ACTUAL) DEPTH MEMBERS. II. MODULUS OF ELASTICITY: 2,000,000 PSI (13,800 MPa). III. FY=285 PSI. 4. PREFABRICATED WOOD/ I -JOISTS: MADE FROM STRESS GRADED LUMBER FLANGES AND WOOD BASED STRUCTURAL USE PANEL WEBS WITH EXTERIOR TYPE ADHESIVE COMPLYING WITH ASTM D 2559. I. STRUCTURAL CAPACITIES: ESTABLISH AND MONITOR STRUCTURAL CAPACITIES ACCORDING TO ASTM D 5055. 5. REFER TO STRUCTURAL ENGINEERING PLANS AND SPECIFICATIONS. E. PANEL PRODUCTS: 1. WOOD BASED STRUCTURAL USE PANELS: DOC PS 2. PROVIDE PLYWOOD COMPLYING WITH DOC PSI, WHERE PLYWOOD IS INDICATED. I. FACTORY MARK PANELS EVIDENCING COMPLIANCE WITH GRADE REQUIREMENTS. II. PANELS WITH SPAN RATINGS REQUIRED BY SUPPORT SPACING INDICATED. III. COMBINATION SUB FLOOR UNDERLAYMENT: APA RATED STURD-I-FLOOR, EXPOSURE 1. IV. SUB FLOORING: APA RATED SHEATHING, EXPOSURE 1. V. WALL SHEATHING: APA RATED STRUCTURAL SHEATHING, EXPOSURE 1. VI. ROOF SHEATHING: APA RATED STRUCTURAL I SHEATHING, EXTERIOR. VII. PLYWOOD UNDERLAYMENT FOR RESILIENT FLOORING: APA B -C UNDERLAYMENT EXTERIOR PLYWOOD PANELS WITH FULLY SANDED FACE. VIII. PLYWOOD UNDERLAYMENT FOR CERAMIC TILE: APA RATED UNDERLAYMENT GRADE EXTERIOR PLYWOOD, 5/8" (15.9MM) THICK. IX. PLYWOOD UNDERLAYMENT FOR CARPET: APA UNDERLAYMENT EXPOSURE 1 PLYWOOD PANELS WITH FULLY SANDED FACE. 3. PARTICLE BOARD UNDERLAYMENT: ANSI A208.1, GRADE PBU. 4, HARD BOARD UNDERLAYMENT: ANSI/AHA A135.4, CLASS 4 SERVICE. SIS WITH BACK SIDE SANDED. 5. FIBERBOARD SHEATHING: ANSI/AHA A194.1, TYPE IV, CLASS 1, 11 INCH (13MM) THICK. 6. GYPSUM SHEATHING BOARD: ASTM C-79, WATER RESISTANT CORE. 7. GLASS FIBER SURFACED GYPSUM SHEATHING BOARD: ASTM C-79, WATER RESISTANT CORE SURFACED ON FACE AND BACK WITH GLASS FIBER MATS AND ALKALI RESISTANT COATING. 8. EXTRUDED CELLULAR POLYSTYRENE SHEATHING: ASTM C-578 TYPE IV WITH T&G SHIP LAP LONG EDGES. 9. POLYISOCYANU RATE FOAM SHEATHING: FS HH - 1 -1972/1, CLASS 1 OR 2; WITH ALUMINUM FOIL FACINGS. FOAM PLASTIC CORE AND FACINGS SHALL HAVE FLAME SPREAD OF 25 OR LESS, WHEN TESTED INDIVIDUALLY. F. MISCELLANEOUS PRODUCTS: 1. AIR INFILTRATION BARRIER: ASTM D 226, TYPE 1, #15 ASPHALT FELT, UNPERFORATED. 2. FASTENERS: SIZE AND TYPE INDICATED. WHERE ROUGH CARPENTRY IS EXPOSED TO WEATHER, IN GROUND CONTACT, OR IN AREA OF HIGH RELATIVE HUMIDITY, PROVIDE FASTENERS WITH A HOT DIP ZINC COATING PER ASTM A 153 OR OF TYPE 304 STAINLESS STEEL. G. EXECUTION: A. INSTALLATION: 1. FIT ROUGH CARPENTRY TO OTHER CONSTRUCTION; SCRIBE AND COPE FOR ACCURATE FIT. CORRELATE LOCATION OF FURRING, BLOCKING, AND SIMILAR SUPPORTS TO ALLOW ATTACHMENT OF OTHER CONSTRUCTION. 2. SECURELY ATTACH ROUGH CARPENTRY WORK TO SUBSTRATE BY ANCHORING AND FASTENING AS INDICATED, COMPLYING WITH THE FOLLOWING: 3. WOOD BASED STRUCTURAL USE PANEL ROOF SHEATHING SHALL BE RATED FOR EXPOSURE #1. HAVE A MINIMUM NOMINAL THICKNESS OF 19/32" AND SHALL BE CONTINUOUS OVER TWO OR MORE SPANS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. SPAN RATING PANEL IDENTIFICATION INDEX IS 32/16. MAXIMUM SPAN IF BLOCK OR OTHER EDGE SUPPORTS IS 32". MAXIMUM SPAN WITHOUT EDGE SUPPORT IS 28". PLYWOOD TO BE TYPE CDX. I. 8D RING SHANK NAILS AT 6" TYPICAL. II. AT GABLE ENDS, USE 8D RING SHANK NAILS AT 4" O.C. TYPICAL FOR FIRST THREE TRUSSES. 4. NAILING AT WINDOWS: WIDTH 6-3" OR SMALLER, USE (2).097"-X2" LONG NAILS AT 16" O.C. FOUR SIDES. 5. NAILING AT SLIDING GLASS DOORS: USE (2).097-X2" LONG NAILS AT 16"O.C. TOP AND BOTTOM AND AT FIXED JAMB. MISCELLANEOUS CARPENTRY PRODUCTS: A. LUMBER: 1. INTERIOR PARTITION FRAMING: STANDARD STUD, OR #3 GRADE: MIXED SOUTHERN PINE; SPIB. 2. OTHER FRAMING: CONSTRUCTION OR #2 GRADE: SOUTHERN PINE SPIB. 3. EXPOSED BOARDS: MATCH EXISTING, 4. CONCEALED BOARDS: MIXED SOUTHERN PINE, #2. 5. MISCELLANEOUS LUMBER: #3 OR STANDARD GRADE OF ANY SPECIES FOR NAILERS, BLOCKING AND SIMILAR MEMBERS. B. INTERIOR WOOD TRIM: 1. SOFTWOOD TRIM: EASTERN WHITE, IDAHO WHITE, LODGE POLE, PONDEROSA, OR SUGAR PINE; GRADE B & BETTER, SELECT OR SUPREME. 2. WOOD MOLDING PATTERNS: STOCK MOLDINGS INDICATED, MADE TO PATTERNS INCLUDED IN WMMPA WM 7 AND GRADED UNDER WMMPA WM 4; "N" GRADE FOR TRANSPARENT FINISH. 3. CLOTHES RODS; (1) 1/2" (38MM) DIAMETER, CLEAR, KILN DRIED HARDWOOD RODS. C. PANEL PRODUCTS: 1. WOOD BASED STRUCTURAL USE PANELS: DOC PS 2 PROVIDE PLYWOOD COMPLYING WITH DOC PSI, WHERE PLYWOOD IS INDICATED. I. FACTORY MARK PANELS EVIDENCING WITH GRADE REQUIREMENTS. II. MISCELLANEOUS CONCEALED PANELS: APA RATED SHEATHING EXPOSURE 1 SPAN RATING TO SUIT FRAMING IN EACH LOCATION. III. MISCELLANEOUS EXPOSED PLYWOOD: A -D INTERIOR, THICKNESS AS INDICATED. 2. PARTICLE BOARD; COMPLY WITH AND FACTORY MARK EACH PANEL ACCORDING TO ANSI A208.1. PARTICLE BOARD UNDERLAYMENT: GRADE PBU. D. FASTENERS: 1. FASTENERS OF SIZE AND TYPE INDICATED. WHERE CARPENTRY IS EXPOSED TO WEATHER, IN GROUND CONTACT, OR IN AREA OF HIGH RELATIVE HUMIDITY. PROVIDE FASTENERS WITH A HOT DOP ZINC COATING PER ASTM A 153 OR OF TYPE 304 STAINLESS STEEL. I. POWER DRIVEN FASTENERS: CABO NER- 272. WOOD ROOF TRUSSES (PER ENGINEERING DWGS.) A. SECTION REQUIREMENTS: 1. ENGINEER, FABRICATE, AND ERECT METAL PLATE CONNECTED WOOD TRUSSES TO WITHSTAND DESIGN LOADS WITHOUT EXCEEDING DEFLECTION LIMITS OF ANSI/TPI 1, "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION." 2. IN ADDITION TO PRODUCT DATA, SUBMIT SHOP DRAWINGS AND STRUCTURAL ANALYSIS DATA, SIGNED AND SEALED BY A QUALIFIED PROFESSIONAL ENGINEER ENGAGED BY THE FABRICATOR WHO IS REGISTERED IN FLORIDA. 3. ENGAGE A FABRICATOR WHO PARTICIPATES IN A RECOGNIZED QUALITY ASSURANCE PROGRAM THAT INVOLVES INSPECTION BY AN INDEPENDENT INSPECTING AND TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. 4. COMPLY WITH ANSI/TPI 1; TPI HIB, "COMMENTARY AND RECOMMENDATIONS FOR HANDLING INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES"; AND AFPA'S "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" AND IT'S "SUPPLEMENT". 5. COMPLY WITH THE FOLLOWING: WWL TOP CHORD .......... 20psf BOTTOM CHORD..............5psf WDL TOP CHORD .......... 20psf BOTTOM CHORD..............5psf WIND TOP CHORD ..... 1I0 MPH TOP CHORD OF TRUSSES TO BE #2 SOUTHERN PINE. B. MATERIALS: 1. DIMENSION LUMBER: COMPLY WITH DOC PS 20, "AMERICAN SOFTWOOD LUMBER STANDARD", ANY SPECIES, GRADED VISUALLY OR MECHANICALLY. 2. CONNECTOR PLATES: STRUCTURAL QUALITY STEEL SHEET, ZINC COATED, COMPLYING WITH ASTM A-653, GRADE 33, G60 (ASTM A -653M, GRADE 230, Z180) COATING DESIGNATION; AT LEAST 0.0359" (0.91 MM) THICK. 3. FASTENERS: HOT DOP GALVANIZED PER ASTM A-153 OR STAINLESS STEEL, TYPE 304 OR 316, WHERE EXPOSED TO WEATHER OR TO HIGH RELATIVE HUMIDITIES. SIZE AND TYPE INDICATED. 4. METAL FRAMING ANCHORS: MANUFACTURED FROM HOT DIP, ZINC COATED STEEL SHEET COMPLYING WITH ASTM A-653, G60 (ASTM A -653M, Z180) COATING DESIGNATION; STRUCTURAL, COMMERCIAL, OR LOCK FORMING QUALITY, AS STANDARD WITH MANUFACTURER FOR TYPE OF ANCHOR INDICATED. C. FABRICATION: 1. FABRICATE WOOD TRUSSES WITHIN MANUFACTURING TOLERANCES OF ANSI/TPI 1 AND CONNECT TRUSS MEMBERS BY METAL CONNECTOR PLATES. 2. CONTRACTOR RESPONSIBLE TO VERIFY ALL TRUSS SIZES TO FIT AS BUILT JOB CONDITIONS. D. INSTALLATION: 1. INSTALL AND BRACE TRUSSES ACCORDING TO RECOMMENDATIONS OF TPI. SPACE TRUSSES AS INDICATED; INSTALL PLUMB, SQUARE, AND TRUE TO LINE; AND SECURELY FASTEN TO SUPPORTING CONSTRUCTION. 2. ANCHOR TRUSSES SECURELY AT ALL BEARING POINTS USING METAL FRAMING ANCHORS AND FASTEN SECURELY. 3. SECURELY CONNECT EACH TRUSS PLY REQUIRED FOR FORMING BUILT UP GIRDER TRUSSES. ANCHOR TRUSSES TO GIRDER TRUSSES. (CONTINUED ON NEXT SHEET).... ARCHITECT FORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.Maccokchitects.com b F IF, rtY} MARK W. MACCO y i AR96004 Co MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE GENERAL NOTES Project Number Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 101 Scale 12" = 1'-0" h WINDOW INSTALLATION (METHOD A-1) STEP 1. IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING 2. APPLY SILL FLASHING 3. APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION 4. APPLY BEAD OF SEALANT AT SIDE JAMBS. EXTENDS 8 1/2" 5. APPLY JAMB FLASHING 6. APPLY BEAD OF SEALANT AT HEAD 7. APPLY HEAD FLASHING 8. REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT- SEE DIAGRAM WEATHER RESISTIVE BARRIER (WRB) APPLIED RIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. SEALANT BEAD SEAL THE WINDOW FRAME TO BEHIND OPENING. APPLY A 3/8 NOM. MOUNTING DIA. TO THE BACKSIDE FLANGE. (INTERIOR) OF THE WINDOW FLANGE, IN LINE WITH ANY PRE -PUNCHED HOLES OR 5. JAMB APPLY CONT. SEAL TO THE MOUNTING FLANGES AT THE TOP (HEAD) AND SIDES (JAMBS) OF WINDOW. EXTEND SEALANT AT JAMBS 8 1/2" ABOVE THE R.O. AT HEAD, EMBED JAMB FLASHING INTO SEALANT AND FASTEN IN PLACE. (FLASHING GOES OVER SEALANT). 1 5 JAMB –--- ^t EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. �g�l 1 8 SILL 135 9 SHIM AND ADJUST WINDOW TO 1. WEATHER RESISTANT ACHIEVE BARRIER (WRB) SQUARE, PLUMB, AND LEVEL AT A 45 DEGREE ANGLE, CAREFULLY CU CONDITION. \ THE BARRIER ON A DIAGONAL. GENTLY USE CORROSION RESISTANT RAISE THE TOP EDGE OF THE BARRIER FASTENERS. / UP AND TAPE THE TOP CORNERS AND FASTEN WINDOWS PER WlPllr ni INTERIOR CENTER TO THE EXTERIOR WRB SURFACE TOP LEFT CORNER OF ABOVE. FLASHING DETAILS 1 /411 = 1'-0" SECTION A THROUGH WINDOW FLASHIN SEALANT BEAD BETWEEN FLASHING AND MOUNTING FLANGE. L:3 �'V SECURE WRB AT HEAD FLASHING AT HEAD EXTENDS 1" BEYOND JAMB FLASHING, 7.HEAD FLASHING EMBED BOTTOM OF THE HEAD FLASHING AGAIN THE PREVIOUSLY APPLI SEALANT (FLASHING GO OVER SEALANT). EXTE A HEAD FLASHING BEYON EACH JAMB FLASHING. FASTEN IN PLACE. YC`CAI AAI 1/2" ABOVE ROUGH OPENING AT HEAD. TUCK TOP OF JAMB FLASHING UNDER THE FLAP OF WRB AT THE HEAD. SEE Y M A f 1'1 A A A vlrwrvylw. ST ED ES ND D WINDOW INSTALLATION (METHOD B-1) WEATHER RESISTIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. SECTION A STEP FLASHING APPLIED BEHIND THE MOUNTING FLANGE. THROUGH WINDOW 1. IN WATER SHEDDING FASHION, WRB STARTING AT THE ASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL HE WRB Ll TO THE FACE OFT E SHEATHING 2. APPLY SILL FLASHING 09i — FLASHIN 3. APPLY JAMB FLASHING 4. APPLY BEAD OF SEALANT AROUND THE PERIMETER OF THE BACK SIDE (INTERIOR ASHING. SURFACE) OF WINDOW ING TAPE SECURE MOUNTING FLANGE SEE 5. IMMEDIATELY IN TALL WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION 6. APPLY BEAD OF EALANT ACROSS THE FACE OF MOUNTING FLANGE AT HEAD 7. APPLY HEAD FLASHING 8. REMOVE PREVIO SLY APPLIED TAPE, ALLOWING RB TO LAY FLAT OVER HEAD F ASHING. APPLY NEW SHEAT ING TAPE SECURE OVER DIAGONAL CUT- SEE A-501 HEAD /R8�1 @ 3. JAMB EXTEND JAM FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 8 1/2" (220MM) ABOVE ROUGH OPENING AT HEAD. APPLY TAPE AT CORNERS T TEMPORARILY HOLD FLASHING IN PLACE CUT 18 4. APPLY A 3/8" NOM. DIA. BEAD OF SEALANT TO THE BACKSIDE (INTERIOR) OF THE MOUNTING FLANGE AROUND THE ENTIRE PERIMETER. PLACE BEAD IN LINE WITH ANY PRE -PUNCHED HOLES OR SLOTS 1 a 5 / LSISILL kND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMB; AND LEVEL CONDITION. USE CORROSION RESIS"A,NT FASTENERS. FASTEN WINDOWS PER'JVINDOW MANUFACTURER FASTENER 1. WEATHER RESISTANT ^IFICATIONS. BARRIER (WRB): ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THETOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. SEALANT BEAD BETWEEN MOUNTING FLANGE AND FLASHING. AFTER INSTALLATION SEAL ALL CORNERS OF MECHANICALLY JOINED FRAMES TO SEAL FRAME SEAM JUNCTURE. FLASHING AT HEAD EXTENDS 1" BEYOND JAMB FLASHING. INTERIOR TOP LEFT CORNER OF 7. HEAD APPLY A CONT. SEAL ALONG MOUNTING FLANGE AT THE HEAD. FLASHING GOES OVER MOUNTING FLANGE. EMBED BOTTOM OF HEAD FLASHING AGAINST SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. SYMBOL LEGEND PLAN OR SITE TITLE SCALE REFERENCE NUMBER DRAWING OR DETAIL TITLE SCALE ,A-102 SHEETS WHERE REFERENCE IS CUT BUILDING ELEVATION REFERENCE A A-201 ELEVATION LETTER (TYP) ELEVATIONS DRAWN ON THIS SHEET (TYP) A BUILDING AND WALL SECTION REFERENCE A-301 SECTION LETTER (TYP) SECTION DRAWN ON THIS SHEET (TYP) D INTERIOR ELEVATION REFERENCE C A-401 A ELEVATION LETTER (TYP) ELEVATIONS DRAWN ON THIS SHEET (TYP) B DETAIL INDICATORS CONTROL OR EXPANSION (14'-0") REFERENCE HEIGHT AFF �" JOINT - SEE SHEET A -XXX MATERIAL LEGEND BATT INSULATION 1 DETAIL NUMBER (TYP) GRAVEL A-501 DETAIL DRAWN ON THIS SHEET (TYP) CONCRETE MASONRY UNITS PLYWOOD 1 DETAIL NUMBER (TYP) EARTH A-501 DETAIL DRAWN ON THIS SHEET (TYP) ROOM ROOM NAME AND ROOM ROOM NAME, NUMBER AND 101 NUMBER REFERENCE ALUMINUM 101 FINISH REFERENCE -SEE APPROXAPPROXIMATELY MANUF MANUFACTURER F B W C SHEET A -XXX FOR FINISHES 1t DOOP ' CUMBER NEW WORK NOTES 101 BORROWED LITE O DEMOLITION WORK NOTES BTM REFERENCE MO OWINDOW MARKER O HAZARDOUS MATERIAL MTL SEE SHEET A -XXX CO '4 PARTITION TYPE O TOILET ACCESSORY NOTE 1 CONC SEE SHEET A -XXX SEE SHEET A -XXX A A-401 CASEWORK ELEVATION REVISION MARKER CONTROL OR EXPANSION (14'-0") REFERENCE HEIGHT AFF �" JOINT - SEE SHEET A -XXX MATERIAL LEGEND BATT INSULATION FINISHED WOOD BRICK GRAVEL CONCRETE GYPSUM BOARD OR SHEATHING CONCRETE MASONRY UNITS PLYWOOD CONTINUOUS BLOCKING RIGID INSULATION EARTH STEEL ABBREVIATIONS ADA AMERICANS W/ DISABILITIES GYP GYPSUM AFF ABOVE FINISHED FLOOR GWB GYPSUM WALL BOARD ACOUS ACOUSTICAL INSUL INSULATION ACT ACOUSTICAL CEILING TILE H HEIGHT ALUM ALUMINUM HOR HORIZONTAL APPROXAPPROXIMATELY MANUF MANUFACTURER BD BOARD MECH MECHANICAL BEJ BUILDING EXPANSION JOINT MIN MINIMUM BTM BOTTOM MO MASONRY OPENING CLR CLEAR MTL METAL CO CLEAN OUT NIC NOT IN CONTRACT CONC CONCRETE NTS NOT TO SCALE COORD COORDINATE OC ON CENTER CMU CONCRETE MASONRY UNIT OH OPPOSITE HAND CONT CONTINUOUS OSB ORIENTED STRAND BOARD CJ CONTROL JOINT PLAM PLASTIC LAMINATE D OR DIA DIAMETER PNT PAINT DN DOWN PREFAB PREFABRICATED DS DOWNSPOUT REINF REINFORCED EA EACH RD ROOF DRAIN EWC ELECTRIC WATER COOLER RO ROUGH OPENING EJ EXPANSION JOINT SIM SIMILAR EFS EXTERIOR FINISH SYSTEM SQ SQUARE EIFS EXTERIOR INSULATION SS STAINLESS STEEL FINISH SYSTEM STRUCT STRUCTURAL EQUIP EQUIPMENT TERM TERMINATE EXT EXTERIOR TOS TOP OF STEEL FD FLOOR DRAIN TOM TOP OF MASONRY FRP FIBERGLASS REINFORCED TYP TYPICAL POLYESTER UON UNLESS OTHERWISE NOTED FRT FIRE RETARDENT TREATED VERT VERTICAL FEC FIRE EXTINGUISHER VCT VINYL COMPOSITION TILE CABINET W WIDTH GA GAUGE WH WATER HEATER MARK MACCO ARCHITECTS ORWARD DESIGN. UNPARALLELED EXECUTION. 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com 0F P:4 FO MARK W. MACCO ~ 71 AR9600444 •kp D P MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE FLASHING DETAILS Project Number E Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 103 Scale As indicated N N N_ 00 0 N N WOOD ROOF TRUSSES, CONTINUED... E. FABRICATION: 1. FABRICATE WOOD TRUSSES WITHIN MANUFACTURING TOLERANCES OF ANSI/TPI 1 AND CONNECT TRUSS MEMBERS BY METAL CONNECTOR PLATES. 2. CONTRACTOR RESPONSIBLE TO VERIFY ALL TRUSS SIZES TO FIT AS BUILT JOB CONDITIONS. NOTE: THE TRUSS LAYOUT SHOWN ON THE DRAWINGS MAY BE ALTERED BY THE TRUSS SUPPLIER PROVIDED THAT THE ENGINEER OF RECORD IS NOTIFIED OF ANY REVISIONS TO THE ROOF SUPPORT LOCATIONS. IF THE TRUSS SUPPLIER MAKES REVISIONS WITHOUT NOTIFICATION TO THE ENGINEER, THE TRUSS SUPPLIER ASSUMES FULL RESPONSIBILITY FOR THE STRUCTURAL DESIGN TO THE SUBSTRUCTURE, INCLUDING WALLS, POSTS AND FOUNDATIONS. EXTERIOR ARCHITECTURAL WOODWORK A. SECTION REQUIREMENTS: 1. SUBMIT SHOP DRAWINGS. 2. QUALITY STANDARD: ARCHITECTURAL WOODWORK INSTITUTE'S "ARCHITECTURAL WOODWORK QUALITY STANDARDS". B. MATERIALS: 1. HARDBOARD: AHA Al 35.4 D. INSTALLATION: 1. INSTALL WOODWORK TO COMPLY WITH AWI SECTION 170 FOR GRADE SPECIFIED. 2. INSTALL WOODWORK LEVEL, PLUMB, TRUE AND STRAIGHT. SHIM AS REQUIRED WITH CONCEALED SHIMS. INSTALL TO A TOLERANCE OF 1/8" IN 96" (3MM IN 2400MM) FOR LEVEL AND PLUMB. 3. SCRIBE AN CUT WOODWORK OF FIT ADJOINING WORK, SEAL CUT SURFACES, AND REPAIR DAMAGED FINISH AT CUTS. 4. INSTALL TRIM WITH MINIMUM NUMBER OF JOINTS POSSIBLE, USING FULL LENGTH PIECES TO THE GREATEST EXTENT POSSIBLE. STAGGER JOINTS IN ADJACENT AND RELATED MEMBERS. MASONRY. GENERAL: A. SECTION REQUIREMENTS: 1. MINIMUM COMPRESSIVE STRENGTH OF BLOCK SHALL BE 2000 PSI (NET AREA). I 2. MINIMUM PRISM STRENGTH (F -M) SHALL BE 1500 PSI, U.N.O. 3. MORTAR FOR MASONRY SHALL BE TYPE "S" OR „M, 4. GROUT FOR BLOCK CELL FILL SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 2. SOFTWOOD PLYWOOD: PS -1 GENERAL DESIGN CRITERIA.- 3. RITERIA:3. PRESERVATIVE TREATMENT: COMPLY WITH NWWDA I.S.4 FOR ITEMS INDICATED TO RECEIVE WATER 1. DESIGN WIND SPEED = 140 MPH, IMPORTANCE REPELLENT PRESERVATIVE TREATMENT. FACTOR=1.05 4. FASTENERS FOR EXTERIOR WOODWORK: HOT DIP GALVANIZED STEEL NAILS. C. EXTERIOR WOODWORK: 1. COMPLETE FABRICATION BEFORE SHIPPING TO PROJECT SITE TO MAXIMUM EXTENT POSSIBLE. DISASSEMBLE ONLY AS NFEDED FOR SHIPPING AND INSTALLING. WHERE NECESSARY FOR FITTING AT PROJECT SITE, PROVIDE FOR SCRIBING AND TRIMMING. I. ASSEMBLE CASINGS IN PLANT, UNLESS LIMITATIONS OF ACCESS TO PLACE OF INSTALLATION REQUIRE FIELD ASSEMBLY. 2. BACK OUT OR GROOVE BACKS OF FLAT TRIM MEMBERS, AND KERF BACKS OF OTHER WIDE, FLAT MEMBERS, EXCEPT FOR MEMBERS WITH ENDS EXPOSED IN FINISHED WORK. 3. EXTERIOR STANDING AND RUNNING TRIM: PREMIUM GRADE, MADE FROM ANY CLOSED GRAIN HARDWOOD LISTED IN REFERENCED WOODWORKING STANDARD. 4. EXTERIOR ORNAMENTAL WORK: PREMIUM GRADE, MADE FROM ANY CLOSED GRAIN HARDWOOD LISTED IN REFERENCED WOODWORKING STANDARD. 5. EXTERIOR FRAMES AND JAMBS: PREMIUM GRADE, MADE FROM ANY CLOSED GRAIN HARDWOOD LISTED IN REFERENCED WOODWORKING STANDARD. 6. SHOP PRIME WOODWORK FOR PAINT FINISHES WITH ONE COAT OF SPECIFIED WOOD PRIMER. I. BACK PRIME WITH ONE COAT OF PRIMER. APPLY (2) COATS TO ITEMS INSTALLED OVER CONCRETE OR MASONRY. 7. SHOP SEAL WOODWORK FOR TRANSPARENT FINISHES WITH STAIN (IF REQUIRED), OTHER REQUIRED PRETREATMENT, AND FIRST COAT OF SPECIFIED FINISH. 2. SECOND FLOOR LIVE LOAD= 40 PSF. ROOF LIVE LOAD = 20 PSF. 4. SOIL BEARING CAPACITY ASSUMED TO BF A MINIMUM OF 2500 PSF FOR DUVAL COUNTY. 5. USE DURO-ROCK BRAND CORROSION MOISTURE RESISTANT CEMEMTITIOUS BOARD FASTENERS @ 8" FIELD 4" EDGE 1-1/4" LONG MADE BY U.S. GYPSUM. 6. LEAVE (2) SPACES MIN, AS SPARE ON ALL ELECTRICAL PANELS. UPC #081-099-003974. 7. GENERAL CONTRACTOR SHALL VERIFY LOCATION OF ALL MECHANICAL LINE=S BEFORE CASTING FOUNDATIONS OR CAST PROTECTION AROUND LINES AS REQUIRED. 8. CONTRACTOR TO HAVE SURVEYORS TO SCOU1 LINES FOR PLACEMENT OF FOUNDATIONS TO VERIFY THEY ARE WITHIN GOVERNMENT SET BACKS & GOVERNMENT UTILITY EASEMENTS. 9. ALL FILL UNDER SLABS AND FOUNDATIONS SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY (MODIFIED PROCTOR TEST) AT OPTIMUM MOISTURE CONTACT, PROJECT GENERAL NOTES: 1. THE GENERAL CONTRACT R (GC) SHALL VERIFY ALL EXISTING CONDITIONS IN TH FIELD PRIOR TO THE BID & EXECUTION OF ANY WORK. THE GC SHALL CAREFULLY SURVEY THE EXI TING JOB CONDITIONS TO VERIFY THEM. 7 2, THE GC SHALL VERIFY ALL DIMENSIONS IN THE FIELD. DIMENSIONS TAKE PRIORITY OVER SCALE, DIRECTION TO ALIGN TAKES PRIORITY OVER DIMENSIONING, DIMENSIONING SCALE AND ALIGNMENT, BUILDING SET BACKS AND HEIGHT LIMITS. 3. ANY DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND EXISTING ONDITIONS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO THE GGS EXECUTION OF ANY WORK. CALCULATIONS. 4. REFER TO THE STRUCTU L DRAWINGS FOR ALL STRUCTURAL SIZES AND INFC RMATION. ALL DIMENSIONS SHOWN IN THEARCHITECTURAL AND FIRE PROTECTION DRAWINGS ARE FOR LOCATION PURPOSES ONLY. 5. ALL WORK SHALL CONFORM TO THE IBC CODE, COUNTY PLANNING AGENCY, IN ADDITION TO ALL CODES, (FEDERAL, STATE AND LOCAL REGULATIONS). 6. THE BUILDING SHALL COMPLY WITH ALL CURRENT ENERGY REQUIREMENTS AND CALCULATIONS. 7. THE GC SHALL ENSURE THAT EXISTING WORK ON THE SITE IS PROTECTED AT ALL TIMES, AND SHALL REPLACE DAMAGED WORK TO THE SATISFACTION OF THE OWNER. 8. THE GC SHALL BE RESPON 31IBLE FOR THE DESIGN, CONSTRUCTION AND COORDINATION OF ALL MECHANICAL, ELECTRICAL, P UMBING AND FIRE PROTECTION WORK. THIS IN LUDES ANY DRAWINGS, SHOP DRAWINGS, DETAILS CALCULATIONS ETC. THAT MAY BE REQUIRED TO PROPERLY EXECUTE THIS WORK. 9. THE GC SHALL NOT MAKE NY DESIGN DECISIONS WITHOUT FIRST CONSULTINGMARK MACCO, AIA. 10. NOTIFY THE ARCHITECT PRIOR TO PLACEMENT OF ALL VENTS AND DIFFUSERS T ENSURE PROPER PLACEMENT. I. LOCATION OF LIGHTI IG DEVICES, MECHANICAL EQUIPMENT PLUMBING FIXTURES, AND FIRE PROTECTION DEV CES SHOW ON THE ARCHITECTURAL DRAWINGS ARE FOR LOCATION REFERENCE ONLY. II. LOCATIONS, QUANTITIES AND CODE COMPLIANCE OF ALL ELECTRICAL, MECHANICAL, PLUMBING AND FIRE PR DTIECTION DEVICES ARE THE SOLE RESPONSIBI ITY OF THE GC. III. ANY RELOCATION'S, ADDITIONS OR INDICATIONS TO BE MADE IN THE MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION SYSTEMS AS REQUIRE BY THE BUILDING INSPECTOR OF REGULATORY AGENCIES, OR VISIBLE EXISTING CONE ITIONS SHALL BE PERFORMED BY THE GC AT NO ADDITIONAL EXPENSE TO THE OWNER. ALL EXISTING ABANDONED ELECTRICAL, MECHANICAL SYSTEMS ARE TO BER MOVED FROM THE JOB SITE. INTS SHALL BE FILLED 11. THE ARCHITECT IS NOT RSPONSIBLE FOR THE COORDINATION, COMPLETEN SS, LOCATIONS, OR CONTENT OF ANY CONSULTA TS OR CONTRACTORS. 12. ALL INTERIOR, NON LOAD BEARING PARTITIONS SHALL BE COMPRISED OF 2X4 2X6 WOOD OR METAL STUDS @ 16" O.C. OR AS SHOWN. 13. PAINT: ALL PAINTED SURF CES TO RECEIVE LEVEL FIVE PAINT FINISH. OR PRIME AND TWO COATS. 14. ACCESSORY BACK UP PLATES- INSTALL BACK UP PLATE GASKETS BEHIND ALL IN -WALL -MOUNTED ACCESSORIES AS REQUIRED. 15. WEATHER STRIPPING SHA L BE PROVIDED AT ALL DOORS AND WINDOWS THATEPARATE HEATED SPACE FROM UNHEATED SPACE, OR THE BUILDING EXTERIOR. (INC. GARAGE DOC RS AND AT FURNACE CLOSETS,) INFILTRATION SHALL NOT EXCEED .5 CU. FT./MIN./SQ.FT. WITH A PRESSURE DIFFERENCE OF 1.567 PSI (WIND LOAD OF 25 M H). 16. ALL EXTERIOR BUILDING J INTS SHALL BE FILLED WITH SEALANT. 17. THE NEW THERMOSTAT SHALL BE AUTOMATIC, W/ DELAY FOR EFFICIENCY NIGHT SET BACK WITH INTEGRAL CLOCK WITH INTEGRAL CLOCK SETTINGS FOR TWO PERIODS IN 24 HOURS. 18. ALL FAUCETS AND SHOWER HEADS TO BE FLOW RESTRICTING (NOT TO EXCEED 2.75 GPM). 19. PROVED AN INSULATION BLANKET (R-12) AROUND ALL WATER HEATERS. (NOTE NOT USED). 20. ALL PLUMBING PIPING FROM CITY WATER MAIN TO INTERNAL HOME OUTLETS (FAUCETS) TO BE COPPER. 21. PROVIDE PIPE INSULATION (R-3) ON BOTH HOT AND COLD PIPES 5'-0" FROM WATER HEATER. 22. GAS COOKING APPLIANCES SHALL HAVE ELECTRIC PILOTS. 23. ALL TOILETS TO BE LOW WATER VOLUME USAGE TYPE. 24. THIS SET OF CONTRACT DOCUMENTS INCORPORATES HURRICANE AND/OR STRUCTURAL CALCULATIONS, AND ENERGY USE CALCULATIONS (BY OTHERS). PAID FOR BY OWNER. 25. ALL EXTERIOR WINDOWS ARE PER ENERGY CALCULATIONS. 26. ARCHITECT IS HERE BY GIVEN ACCESS TO MAKE I PHOTOGRAPHS, VIDEOS, IMAGES ETC. OF THE PROJECT. UP TO THE BUILD COMPLETION DATE. PROMOTE AND PUBLISH SUCH IMAGES AND ARTICLES IN A FREE AND UNRESTRICTED MANNER. INCLUDING BUT NOT LIMITED TO ALL DIGITAL MEDIA SUCH AS THE INTERNET OR HARD COPY PRINTED MATERIAL. PLACE 3'-0"X 4'-0" OR SIZE PER LOCAL CODE, SIGN AT SITE FRONT AS NEEDED BY ARCHITECT. THIS INCLUDES ALL OF THE INTERIOR AS WELL AS THE EXTERIOR OF THE PROJECT. L- - - -- - -- -- -- 27. ONE NOTE ON ONE DRAWING MAY BE APPLICABLE TO ALL DRAWINGS. 28. THE ARCHITECT IS THE FINAL INTERPRETER OF THE DRAWINGS AND ANY DISCREPANCIES THERE IN. 29. ON REMODELS, ALL MATERIALS, TEXTURES AND COLORS ARE ..i.,D MATCH EXISTING, TO COMPLETELY BLEND IN VISUALLY, U.N.O. ON NEW HOMES ALL MATERIALS, TEXTURES AND COLORS ARE TO MATCH NEIGHBORHOOD ASSOCIATION RULES AND OR CODES OF ANY KIND GOVERNING SUCH RULES. 30. A TEMPORARY POWER POLE WILL BE INSTALLED BY BUILDER IF NEC,,ESSARY. 31. POWER BILLS PAID BY CONTRACTOR. 32. WATER BILLS PAID BY CONTRACTOR. 33. DOOR TO BE CUT TO FIT CARPET AND TILE. I OWNER INITIAL: -- -- - -- -- - 34. IF NECESSARY GC TO PROVIDE TEMPORARY TOILET FACILITIES ON JOB SITE. - - - - - - - - - - - 35. CONTRACTOR MUST CONSULT ARCHITECT PRIOR TO USE OF ANY PHOTOS, IMAGES OR REFERENCE OF ANY KIND FOR MARKETING PURPOSES. CONTRACTOR INITIAL: 36. CONTRACTOR MAY PROVIDE SIGNAGE AT THE JOB F - - - - - - - - - - - - - - - SITE AS A CONTRACTOR, BUT MAY NOT IMPLY BY SIGNAGE OR MARKETING ANY ARCHITECTURAL DESIGN INVOLVEMENT IN THIS PROJECT. - - - - - - - - - - - - - - - - � IMPORTANT : THE CONTRACTOR IS SOLELY RESPONSIBLE FOR BIDDING THE PLANS FOR ALL CHANGES UP TO THE DAY THE PLANS ARE APPROVED BY THE BUILDING DEPARTMENT BEFORE THE CONTRACTOR STARTS ANY CONN- s ^UCTION. COPYRIGHT.- REPRESENTED OPYRIGHT. REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND THE PROPERTY OF MARK MACCO, AIA. THEY WERE CREATED FOR AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. THE IDEAS, DESIGNS, DRAWINGS, PLANS AND ARRANGEMENTS OF THE SPECIFIED PROJECT SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSONS, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. WRITTEN DIMENSIONS IN THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BENRESPONSIBLE FOR ALL DIMENSIONS DETAILS AND CONDITIONS ON THE JOBS FOR THE ARCHITECTS CLARIFICATIONS AND CORRECTIONS. THE ARCHITECT IS TO BE NOTIFIED BY THE CONTRACTOR PRIOR TO THE CONSTRUCTION OF ANY VARIATIONS OR DISCREPANCY OF THE DIMENSIONS, DETAILS OR CONDITIONS WHICH ARE NOT CLEAR OR SHOWN BY THESE DRAWINGS. THE BUILDER SHALL BE RESPONSIBLE FOR OBTAINING FROM THE ARCHITECT AND GOVERNMENTAL AUTHORITIES ALL CLARIFICATIONS AND CORRECTIONS TO THESE DRAWINGS THAT ARE NOT CLEAR OR CORRECT BUT THAT ARE DEEMED NECESSARY FOR THEPROJECT. THE COST OF ALL CLARIFICATIONS AND CORRECTIONS ARE NOT THE RESPONSIBILITY OF THE OWNER OR THE ARCHITECT. ALL EXTRAS OR CHANGES INCLUDING COSTS SHALL BE APPROVED BY THE OWNER AND THE ARCHITECT PRIOR TO THE CONSTRUCTION OF SAID EXTRAS OR CHANGES. IT IS THE BUILDER'S RESPONSIBILITY TO MAINTAIN A CONSTRUCTION SUPERVISOR ON THE JOB AT ALL TIMES. THE CONSTRUCTION SUPERVISOR SHALL BE AWARE OF AND FOLLOW THE INTENT OF THE DESIGN AT ALL TIMES WHEN IN QUESTION, THE ARCHITECT SHALL BE THE INTERPRETER OF THE INTENT OF THE DESIGN. ALL EXISTING SURFACE, OVERHEAD, AND SUBSURFACE CONDITIONS WHICH ARE NOT FORESEEN OR PREDICTED ON THESE DRAWINGS, WHICH MIGHT CAUSE LIABILITY, COSTS, OBLIGATIONS, OR DELAYS ARE THE OWNERS RESPONSIBILITY. ALL OWNER'S INSTRUCTIONS TO THE CONTRACTOR SHALL BE MADE THROUGH THE ARCHITECT. THE CONTRACTOR IS RESPONSIBLE TO READ EVERY NOTE & SPECIFICATION ON THE, OR REFERRED BY, THESE DRAWINGS. f A R C H 1 E C 1 ORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE GENERAL NOTES Project Number ### Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 102 Scale 12" = 1'-0" 0 N N N T 00 0 N N WINDOW INSTALLATION (METHOD A) STEP 1. APPLY SILL FLASHING 2. APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET WINDOW (PAN HEAD SCREWS MUST BE USED TO FACILITATE INSPECTION 3. APPLY BEAD OF SEALANT AT SIDE JAMBS 4. APPLY JAMB FLASHING 5. APPLY BEAD OF SEALANT AT HEAD 6. APPLY HEAD FLASHING 7. IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL ALL THE WRB TO THE FACE OF THE SHEATHING. TUCK WRB UNDER SILL FLASHING, AND OVER JAMB & HEAD FLASHING 8. WITH SHEATHING TAPE, �� CONNECT /q �/ 4. JAMB EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 8 1/2" ABOVE ROUGH OPENING AT HEAD. APPLY TAPE AT CORNERS TO TEMPORARILY HOLD FLASHING IN PLACE UNTIL WRB IS APPLIED WEATHER RESISTIVE BARRIER (WRB) APPLIED AFTER THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. SECTION A ^ ^ FLASHING DETAILS 114" = V-0" 3. JAMB APPLY CONT. SEAL TO THE MOUNTING FLANGES AT THE TOP (HEAD) AND SIDES (JAMBS) 8 1/2" ABOVE THE R n AT HF:An SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER FASTENER SPECIFICATIONS. SEALANT BEAD BETWEENf:LASHIN FLASHING AND MOUNTING FLANGE. FLASHING AT HEAD EXTENDS 1" BEYOND JAMB FLASHING. 5. HEAD EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. SCAT AAI INTERIOR TOP LEFT CORNER OF WINDOW INSTALLATION (METHOD Bl STEP SEALANT SEAL THE WINDOW FRAME TO BEHIND OPENING. APPLY A 3/8" NOM. DIA. MOUNTIN( BEAD TO THE BACKSIDE (INTERIOR) FLANGE. OF THE WINDOW FLANGE, IN LINE WINDOW (PAN WITH ANY PRE -PUNCHED HOLES OR UST BE USED SLOTS. 3. JAMB APPLY CONT. SEAL TO THE MOUNTING FLANGES AT THE TOP (HEAD) AND SIDES (JAMBS) 8 1/2" ABOVE THE R n AT HF:An SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER FASTENER SPECIFICATIONS. SEALANT BEAD BETWEENf:LASHIN FLASHING AND MOUNTING FLANGE. FLASHING AT HEAD EXTENDS 1" BEYOND JAMB FLASHING. 5. HEAD EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. SCAT AAI INTERIOR TOP LEFT CORNER OF WINDOW INSTALLATION (METHOD Bl STEP 1. APPLY SILL FLASHING 2. APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET WINDOW (PAN HEAD SCREWS UST BE USED TO FACILITATE INSPECTION 3. APPLY BEAD DF SEALANT AT SIDE JAMBS 4. APPLY JAMB LASHING 5. APPLY BEAD OF SEALANT AT HEAD 6. APPLY HEAD FLASHING 7. IN WATER SH DDING FASHION, STARTING ATT E BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL ALL THE WRB TO THE FACE 0: THE SHEATHING. TU "K WRB UNDER SILL FLASHING, AND OVER JAMB & HEAD F SHING 8. WITH SHEATHING TAPE, CONNECT THE WRB TO TF E FLASHING (Al 14 SInFS) APPLY A 3/8" NC M. DIA. BEAD OF SEALA NT TO �\ THE BACKSIDE (INT RIOR) OF THE MOUNTING FLANGE \ AROUND THE ENTIRE PERIMETER. PLACE BEAD IN LINE WITH ANY PRE -PUNCHED HOLES OR 2. JAMB EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 8 1/2" ABOVE ROUGH OPENING AT HEAD. APPLY TAPE AT CORNERS TO TEMPORARILY OLD FLASHING IN PL CE UNTIL WRB IS A PLIED. WEATHER RESISTIVE BARRIER (WRB) APPLIED AFTER THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING SECTION A FLANGE. TUDnI I('_U 1A1In1nnXA1 AFTER INSTALLATION SEAL ALL CORNERS OF MECHANICALLY JOINED FRAMES TO SEAL FRAME SEAM JUNCTURE. a SILL i SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER FASTENER SPECIFICATIONS. V Ll1 LlIIY 1 UL—fIV UL I VVLLIV MOUNTING FLANGE AND FLASHING. FLASHING AT HEAD EXTENDS 1" BEYOND JAMB FLASHING. 5. HEAD FLASHIN APPLY A CONT. SEAL ALONG MOUNTING FLANGE AT THE HEAD. FLASHING GOES OVER MOUNTING FLANGE. EMBED BOTTOM OF HEAD FLASHING AGAINST SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. NOTE: FOR TYPE "B", JAMB FLASHING IS 4 BEHIND MOUNTING FLANGE. INTERIOR TOP LEFT CORNER OF rnrAI A L I \ WALL TYPE AND DIMENSION LEGEND 1/2" OSB 5 1/2" ACTUAL WOOD STUD 1" VAPOR 1/2" GWB BARRIER METAL LATHE SCRATCH COAT 1 BROWN COAT EXT INT STUCCO COAT ALL DIMS TAKEN FROM STRUCTURE ALL DIMS TAKEN FROM STRUCTURE 1/2" OSB 8" CMU 1" 1/2" GWB VAPOR BARRIER METAL LATHE SCRATCH COAT BROWN COAT EXT INT STUCCO COAT ALL DIMS TAKEN FROM STRUCTURE ALL DIMS TAKEN FROM STRUCTURE 3 1/2" ACTUAL WOOD STUD 1/2" GWB 1/2" GWB a ALL DIMS TAKEN FROM STRUCTURE ALL DIMS TAKEN FROM STRUCTURE 2 1/2", 3 1/2", OR 5 1/2" STEEL STUD, U.O.N 1/2" OR 5/8" GWB 1/2" OR 5/8" GWB U.O.N U.O.N ALL DIMS TAKEN FROM STRUCTURE ALL DIMS TAKEN FROM STRUCTURE GENERAL NOTE: 1. NOT ALL DETAILS APPLY TO PROJECT. SEE WALL TYPES FOR PROJECT SPECIFIC DETAILS. 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com F .;w _ u • ."'"psi! J� f MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE FLASHING DETAILS Project Number Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 10 Scale As indicated 11 NOTE: VERIFY ALL DIMENSIONS IN FIELD REMOVE AND INFILL EXIST. DOOR PREPARE WALL OPENING FOR NEW DOOR DEMO POSSIBLE LOAD-BEARING WALL VERIFY IN FIELD f DEMO EXISTING EXTERIOR WALL REPLACE EXIST. DOOR REPLACE EXIST. DOOR REPLACE EXIST. DOOR r � pil� I I II . I C REMOVE AND PAVE EXISTING GARDENS I I I I -- PREPARE WALL C PENING FOR NEW DOOR I REMOVE AND INF LL EXIST. DOOR 7 PREPARE AREA FOR NEW ELEVATOR SHAFT REMOVE AND INFILL EXIST. DOOR REPLACE EXIST. DOOR DEMO EXIST. WALLS AND REMOVE EXIST DOORS _�------- u---------�-1 �— L (REMOVE EXISTING CONCRETE DRIVEWAY) FIRST FLOOR DEMO 3/16" = V-0" FW I 1 I 1 I J DEMO EX II AND HEAI II II REMOVE WINDOWS AND DEMO EXIST. WALL I p I L DEMO EXIST. CONCRETE AND METAL RAILING 3 THIRD A 300 3/16" = 1'-0" REPLACE EXIST. DOOR REPLACE EXIST. DOOR MOVE EXISTING WINDOW UP 2' V.I.F. REMOVE EXIST. RAILING ------------ IIII IN DEMO EXISTING REMOVE EXIST. BUILT IN SHELVING I 1 I 1 J I DEMO EXIST. FIREPLACE AND HEARTH REMOVE EXIST. BUILT IN SHELVING REPLACE EXIST. PREPAR FOR RAILING ELEVATOP SHAFT C � � � C �y PREP. OPENING _ FOR NEW DOOR INFILL EXIST. I I DOORWAYS T. FIREPLACE PREP OPENING I I FOR NEW DOOR H @ CENTER REMOVE EXIST WINDOW AND INFILL DEMO STEP IF ABLE VERIFY IN FIELD FLOOR DEMO PREPARE OPENING FOR NEW WINDOW EXISTING WINDOW TO BE REMOVED PREP. FOR ELEVATOR SHAFT 4____ - _j I L REPLACE EXIST. REPLACE EXIST. DOOR RAILING — F(/- — _n__ rF===—��—� II II II II II LI II II i II II 4 II J REMOVE EXISTING I I I WALLS AND WINDOWS I I I I o ----CL_—_---_----__r_ PREPARE WALL FOR REMOVE EXISTING NEW DOOR OPENING RAILING TO PREPARE NEW AC SPACE SECOND FLOOR DEMO 3/16" = V-0" co I DEMO EXIST. PARTITION i REMOVEND SALVAGE EXIST. B THROOM FIXTURES INFILL EXIST. DOOR OPENING REMOVE AND INFILL CIRCULAR WINDOW EXISTING WALL AND/OR [ ]� DOOR TO BE DEMOLISHED OR REMOVED _ EXISTING WINDOW TO BE REMOVED EXISTING WALL, WINDOW, AND/OR DOOR TO REMAIN LEGEND - existing/new EXISTING CONSTRUCTION TO REMAIN _- NEW WALL CONSTRUCTION EXISTING CONSTRUCTION TO BE REMOVED DOOR NUMBER WALL TYPE ON FLOOR PLAN DEMO SHEET LEGEND 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904. 249 -ARCH (2724) www.MaccoArchitects.com Co MARK W. MACCO7 AR96004 D A� MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE DEMO PLANS Project Number ##### Date JAN 18TH, 2018 Drawn By Author Checked By Checker A 200 Scale As indicated N d' O N 00 0 N 00 II IIII {III , ILJL �— Lk 11 rf O DEMO EXIST. PARTITION i REMOVEND SALVAGE EXIST. B THROOM FIXTURES INFILL EXIST. DOOR OPENING REMOVE AND INFILL CIRCULAR WINDOW EXISTING WALL AND/OR [ ]� DOOR TO BE DEMOLISHED OR REMOVED _ EXISTING WINDOW TO BE REMOVED EXISTING WALL, WINDOW, AND/OR DOOR TO REMAIN LEGEND - existing/new EXISTING CONSTRUCTION TO REMAIN _- NEW WALL CONSTRUCTION EXISTING CONSTRUCTION TO BE REMOVED DOOR NUMBER WALL TYPE ON FLOOR PLAN DEMO SHEET LEGEND 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904. 249 -ARCH (2724) www.MaccoArchitects.com Co MARK W. MACCO7 AR96004 D A� MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE DEMO PLANS Project Number ##### Date JAN 18TH, 2018 Drawn By Author Checked By Checker A 200 Scale As indicated N d' O N 00 0 N 00 NOTE: VERIFY ALL DIMENSIONS IN FIELD REMOVE AND INFILL EXIST. DOOR PREPARE WALL �,�_--__-� OPENING FOR - - NEW DOOR L ----------h REPLACE EXIST. DOOR REMOVE AND PAVE EXISTING GARDENS I I I � � I I I REPLACE EXIST. DOORI �e� I �� I I � � I I I I I II II II II II II II LvJ I I QIP II II <\1 REPLACE EXIST. l JI RAILING LJ ____ 7_70'e- — — — — I I REPLACE EXIST. N, DEMO POSSIBLE � 1 DOOR i LOAD-BEARING WALL — VERIFY IN FIELD Oil �_J --- - - --J 1 004 -- L ---- DEMO EXISTING EXTERIOR WALL PREPARE WALL OPEN FOR NEW DOOR REMOVE AND INFILL O EXIST. DOOR PREPARE AREA FOR NEW ELEVATOR SHAFT REMOVE AND INFILL EXIST. DOOR REPLACE EXIST. DOOR DEMO EXIST. WALLS AND REMOVE EXIST DOORS -------�ur—------� (REMOVE EXISTING CONCRETE DRIVEWAY) FIRST FLOOR DEMO 3/16" = 1'-0" EPLACE EXIST, OOR REPLACE EXIST. DOOR I 1 I I I J DEMO EXIST. IREPLACE II AND HEARTH II II = II r REMOVE WINDOWS AND DEMO EXIST. WALL II 1 DEMO EXIST. CONCRETE AND METAL RAILING MOVE EXISTING WINDOW UP 2' V.I.F. REMOVE EXIST. RAILING ------------ III III PREPARE OPENING FOR NEW WINDOW I .I� EXISTING WI DOWS TO BE REMOVED, OPENING TBE PREPARED FOR NEW WINDOW C NF GURATION REPLACE EXIST RAILING Qy PREP. OPENING FOR NEW DOOR INFILL EXIST. 11 DOORWAYS 71711 PREP OPENING I I FOR NEW DOOR I I @ CENTER REMOVE EXIST WINDOW AND INFILL _ DEMO STEP IF ABLE VERIFY IN FIELD THIRD FLOOR (DEMO A 300 3/16" = V-0" EXISTING WINDOW TO BE REMOVED PREP. FOR ELEVATOR SHAFT uI—I �IIoII iIIIIuIIIIIIII —iIIIIiIIIIiIIII iIIuIIII 1iII11 II iIIuIIIII iIIIuIIII iIInIIII iIInII1II 1iII1 II 1 4,,r II 111 111 11 I �J �`Y � IIIIIII1II �yIIII �' J �� III1I�II1l ° S�IIIIIIII 1II REPLACE EXIST. REPLACE EXIST. DOOR RAILING II II II II II i II II e II II �-11 REMOVE EXISTING WALLS AND WINDOWS PREPARE WALL FOR REMOVE EXISTING NEW DOOR OPENING RAILING TO PREPARE NEW AC SPACE 21 SECOND FLOOR DEMO A 300%3/16" = V-0" PREPARE FOR ELEVATOR SHAFT DEMO EXISTING —�— --- IIII {111 JL .7lr� �— REMOVE EXIST. fT BUILT IN SHELVING I I � 1 I DEMO EXIST. FIREPLACE I AND HEARTH REMOVE EXIST. BUILT IN SHELVING EXISTING WI DOWS TO BE REMOVED, OPENING TBE PREPARED FOR NEW WINDOW C NF GURATION REPLACE EXIST RAILING Qy PREP. OPENING FOR NEW DOOR INFILL EXIST. 11 DOORWAYS 71711 PREP OPENING I I FOR NEW DOOR I I @ CENTER REMOVE EXIST WINDOW AND INFILL _ DEMO STEP IF ABLE VERIFY IN FIELD THIRD FLOOR (DEMO A 300 3/16" = V-0" EXISTING WINDOW TO BE REMOVED PREP. FOR ELEVATOR SHAFT uI—I �IIoII iIIIIuIIIIIIII —iIIIIiIIIIiIIII iIIuIIII 1iII11 II iIIuIIIII iIIIuIIII iIInIIII iIInII1II 1iII1 II 1 4,,r II 111 111 11 I �J �`Y � IIIIIII1II �yIIII �' J �� III1I�II1l ° S�IIIIIIII 1II REPLACE EXIST. REPLACE EXIST. DOOR RAILING II II II II II i II II e II II �-11 REMOVE EXISTING WALLS AND WINDOWS PREPARE WALL FOR REMOVE EXISTING NEW DOOR OPENING RAILING TO PREPARE NEW AC SPACE 21 SECOND FLOOR DEMO A 300%3/16" = V-0" PREPARE FOR ELEVATOR SHAFT DEMO EXIST. PARTITION INFILL EXIST. DOOR OPENING REMOVE AND INFILL CIRCULAR WINDOW EXISTING WALL AND/OR DOOR TO BE DEMOLISHED OR REMOVED EXISTING WINDOW TO BE REMOVED REMOVE AND SALVAGE EXIST. BATHROOM FIXTURES EXISTING WALL, WINDOW, AND/OR DOOR TO REMAIN LEGEND - existing/new EXISTING CONSTRUCTION TO REMAIN NEW WALL CONSTRUCTION — — — EXISTING CONSTRUCTION TO BE REMOVED L J DOOR NUMBER ?❑— WALL TYPE ON FLOOR PLAN DEMO SHEET LEGEND y.� ARK MACCC ARC H ITECT FORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE DEMO PLANS Project Number Date JAN 2ND, 2018 Drawn By Author hecked By Checker A 200 Scale As indicated IIII {111 JL .7lr� �— /. fT II DEMO EXIST. PARTITION INFILL EXIST. DOOR OPENING REMOVE AND INFILL CIRCULAR WINDOW EXISTING WALL AND/OR DOOR TO BE DEMOLISHED OR REMOVED EXISTING WINDOW TO BE REMOVED REMOVE AND SALVAGE EXIST. BATHROOM FIXTURES EXISTING WALL, WINDOW, AND/OR DOOR TO REMAIN LEGEND - existing/new EXISTING CONSTRUCTION TO REMAIN NEW WALL CONSTRUCTION — — — EXISTING CONSTRUCTION TO BE REMOVED L J DOOR NUMBER ?❑— WALL TYPE ON FLOOR PLAN DEMO SHEET LEGEND y.� ARK MACCC ARC H ITECT FORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE DEMO PLANS Project Number Date JAN 2ND, 2018 Drawn By Author hecked By Checker A 200 Scale As indicated NOTE: VERIFY ALL DIMENSIONS IN FIELD A400 ______--------- _-r2 SWIMMING POOL A 300 I 2 1 A 401 A 402 I I II (0-1-o"D SOLID WOOD C/L C/L 6 x 6", TYP. 23'-11" I -------- 004 L I I ___ to C/L 17'-3" ------ I ---------- — 17 ALIGN W/ FLOOR OPENING "WATERFALL" A EDGE STAIR — u ii u u u u \ i - nji 1 1 1 u u i u ii °0 r - o• I GI u u u a Co 11, L 2 1 11 8'-7" < 002 C II _ 1 C 91-8' II -- 002 A 301 I C - 1 /J M _jI I A 400 G C \ / REPLACE E IST. ART WALL - 003 DOOR 1 N ao A 401 lCD NEW LAP SIDING ON EXIST. WALL INFILL EXIST. LOWER WINDOW ALIGN W/ EXT. WALL I C ,007 ,o ALIGN C II II 002 �\ I I I I � o o C � II II LC 002 ---� C 004 5'-3 l/2"_11 011 ALIGN C C FOYER 238 SF Oil NEW LAP SIDING ON EXIST. WALL M D N AO A -----__-- B OB 2'-0" 2'-0" 2'-0" 2'-0" 1 1" A 301 6'-3" 2'-0" 2�_1 21-011 I-C/L I (REMOVE EXISTING I C/L CONCRETE DRIVEWAY) _ 0 2' 4' 8' NORTH SCALE: 1/4" = V-0" E 9'-10" �-5„ 2 -------------------- RED OUTDOOR SITTING AREA F 'o I C I'o � 4'-611 C/L 013 I I C 8'-1'. c) r----- — — ----7 r------------7 --------- 7L_ _—J L..—J L— 11L1M ----+-1t — BUILDING WMME■ —SETBACK LINE 54'-10” 23'-10" 1 ��— ALIGN W/ EXIST. WALL ' I ALIGN W/ EXIST. WALL n I 1 I A 300 I I ------i----- NOTE: REMOVE ALL EXISTING DOORS AND TRIM AND PREPARE HEADERS FOR NEW 8' SOLID CORE DOOR IF POSSIBLE IMPORTANT: CONSULT WITH ARCHITECT WHERE A CONFLICT OF WALL DEMOLITION MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE PROJECT. WHERE A STRUCTURAL CONFLICT VARIES FROM THIS PROPOSED DESIGN, STOP WORK AND NOTIFY ARCHITECT. EXISTING CONSTRUCTION TO REMAIN D NEW WALL CONSTRUCTION C _ _ EXISTING CONSTRUCTION TO BE REMOVED 121 DOOR NUMBER ?�-- WALL TYPE ON FLOOR PLAN DEMO SHEET LEGEND EXISTING WALL AND/OR DOOR TO BE DEMOLISHED OR REMOVED EXISTING WINDOW TO BE REMOVED EXISTING WALL, WINDOW, AND/OR DOOR TO REMAIN LEGEND - existing/new DEMOLITION GENERAL NOTES: 1. EXISTING CONDITION SHOWN ARE FROM AVAILABLE RECORD DRAWINGS AND LIMITED VISUAL SURVEYS. THE GENERAL CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR VERIFICATION OF ALL ACTUAL EXISTING CONDITIONS AT THE SITE PRIOR TO DEMOLITION/ CONSTRUCTION. NOTIFY OWNER IF ANY DISCREPANCIES OCCUR. 2. THE CONTRACTOR SHALL PREPARE AND PROVIDE A DEMOLITION AND CONSTRUCTION PLAN AND SCHEDULE TO THE OWNER FOR APPROVAL PRIOR TO COMMENCING DEMOLITION WORK, THE CONTRACTOR SHALL NOTIFY THE OWNER. 3. THE CONTRACTOR SHALL NOTIFY OWNER IF ANY WORK REQUIRES SHUTDOWN OR INTERRUPTION OF BUILDING SERVICES OR SYSTEMS. 4. DASHED LINES INDICATE ITEMS TO BE REMOVED. DEMO WORK SHALL BE DONE IN A MANNER WHICH WILL NOT CAUSE ANY UNNECESSARY INCONVENIENCE OR DANGER TO THE USERS OF THE PREMISES AND ADJACENT ROOMS AND WILL NOT INTERFERE WITH ITS OPERATIONS. NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE AND TRUE TO DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. TO MINIMIZE DISTURBANCE OF ADJACENT SURFACES, USE HAND OR SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING. NOT HAMMERING OR CHOPPING. TEMPORARILY COVER OPENINGS TO REMAIN. ANY DEMO WORK PREFORMED MUST BE PLANNED IN ADVANCE WITH THE OWNER. / PROJECT MANAGER. FIRST FLOOR DEMO +NEW COMMUNITY DEVELOPMENT 1/4" = 1'-0" APPROVED MARK MACCO 5. WHERE DOORS, WALLS AND OTHER ITEMS ARE REMOVED, PATCH THE ADJACENT ROOM WALL, yh ,ARCHITECTS FLOOR AND OR CEILING SURFACES AS REQUIRED TO FORWARD DESIGN. UNPARALLELED EXECUTION MATCH THE EXISTING ADJACENT MATERIAL. UNLESS OTHERWISE NOTED. 6. PROVIDE PROTECTIVE BARRIERS AND SIGNAGE AROUND LIMITS OF CONSTRUCTION. COORDINATE 472 OSCEOLA AVENUE SECURITY, FIRE PROTECTION, AND SAFETY JACKSONVILLE BEACH, FL 32250 PROCEDURES. WITH OWNER. E: Info@MaccoArchitects.com 7. PROVIDE DUST PROOF BARRIERS AS NECESSARY PH: 904.249 -ARCH (2724) TO PROTECT EXISTING AREAS FROM DUST AND www.MaccoArchitects.com DEBRIS. PROTECT EXISTING ELEMENTS TO REMAIN. REPAIR AND REPAINT ADJACENT SURFACES DAMAGED OR MARRED AS A RESULT OF DEMOTION WORK. ((-04�MA �8. ANY EQUIPMENT, MATERIALS AND SUPPLIES TEMPORARILY REMOVED FOR THE PURPOSE OF . MACCO7 PROTECTION SHALL BE REPLACED IN ORIGINAL�ida4 SPECIFIED. ANY EQUIPMENT, MATERIALS ANDSUPPLIES DAMAGED SHALL BE REPLACED WITHCo NEW MATERIALS OF LIKE AND KIND AND QUANTITY. n hq, 9. WHERE WORK INVOLVES CONCRETE MATERIAL REMOVAL AND SAW CUTTING AT THE ABOVE, OR BELOW GRADE FLOOR LEVELS, THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND EMPLOY A STRUCTURAL ENGINEER AS REQUIRED. 10. REFER AND COORDINATE WITH ALL DISCIPLINES DRAWINGS FOR ADDITIONAL DEMOLITION, RELOCATION, AND/OR SALVAGE INFO. CONTRACTOR SHALL COORDINATE THE EXTENT OF DEMOLITION TO CORRESPOND WITH THE NEW CONSTRUCTION DRAWINGS. 11. ALL LOOSE ITEMS AND MATERIALS ARE TO BE REMOVED. 12. THE DEPOSITION AND REMOVAL OF ALL DEMOLISHED MATERIAL SHALL BE IN ACCORDANCE WITH THE PUBLIC WORKS FACILITIES AND ALL REQUIREMENTS. 13. THE OWNER HAS FIRST RIGHT OF REFUSAL OF DEMOLISHED ELEMENTS SUCH AS DOORS, FRAMES OR OTHER MATERIALS THAT ARE SALVAGEABLE. 14. REMOVE ALL EXISTING ELECTRICAL DEVICES WITHIN EXISTING MILLWORK/; BUILT IN FURNITURE AND PARTITIONS THAT ARE NOTED REMOVED BACK TO THE ELECTRICAL PANEL. 15. REMOVE ALL EXISTING ABANDONED PIPING, CONDUIT, WIRING AND MATERIAL FROM WITHIN THE DEMOED AREA. 16. WHERE EXISTING CONSTRUCTION IS REMOVED, PREPARED, AND PATCHED, PREPARE REMAINING SURFACES TO PROVIDE A SOUND AND SMOOTH SUBSTRATE THAT IS READY TO RECEIVE NEW CONSTRUCTION. FINISH NOTES: 1. REFER TO SHEET A206 FOR DOOR SCHEDULE. SEE PLAN FOR AREAS OF LOBBY IN WHICH NEW DOORS ARE USED. 2. REFER TO SHEET A206 FOR FINISH LEGEND. ALL WALLS TO BE PAINTED TYPE TBD, UNLESS THEY ARE OTHERWISE NOTED ON THIS PLAN. 3. DETAILS ARE DIAGRAMATIC AND ARE INTENDED TO BE USED IN CONJUNCTION WITH INFORMATION AS DETALED, SCHEDULED AND/OR SPECIFIED ELSEWHERE IN THE CONTRACT DOCUMENTS. 4. WHEREVER CARPET IS SCHEDULED BELOW A DOOR WITHOUT A THRESHOLD, THE CONTRACTOR SHALL VERIFY THAT SUFFICIENT CLEARANCE IS AVAILABLE TO ACCOMODATE ACTUAL CARPET THICKNESS. 5. CLEARANCES FOR UL LABEL DOORS SHALL BE WITHIN THE LIMITATIONS ESTABLISHED BY THE AUTHORIIY HAVING JURISDICTION. 6. PROVIDE FRAME THICKNESS AS REQUIRED BY ACTUAL FINISHED WALL THICKNESS. 7. All WALL PAINT, NOT SPECIFIED, TO BE BM 2152-70 8. All CEILING PAINT ON GWB TO BE BM 2152-70 9. TRANSITION BETWEEN DIFFERENT FLOOR MATERIALS TO BE AS LEVEL AS POSSIBLE TO ALLOW FOR EASE OF WHEEICHAIR MOVEMENT. HAKIM RESIDENCE FIRST FLOOR PLAN Project Number Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 201 Scale As indicated 14 N d7 N N 00 0 N N Lo Co ' r N I C ,007 ,o ALIGN C II II 002 �\ I I I I � o o C � II II LC 002 ---� C 004 5'-3 l/2"_11 011 ALIGN C C FOYER 238 SF Oil NEW LAP SIDING ON EXIST. WALL M D N AO A -----__-- B OB 2'-0" 2'-0" 2'-0" 2'-0" 1 1" A 301 6'-3" 2'-0" 2�_1 21-011 I-C/L I (REMOVE EXISTING I C/L CONCRETE DRIVEWAY) _ 0 2' 4' 8' NORTH SCALE: 1/4" = V-0" E 9'-10" �-5„ 2 -------------------- RED OUTDOOR SITTING AREA F 'o I C I'o � 4'-611 C/L 013 I I C 8'-1'. c) r----- — — ----7 r------------7 --------- 7L_ _—J L..—J L— 11L1M ----+-1t — BUILDING WMME■ —SETBACK LINE 54'-10” 23'-10" 1 ��— ALIGN W/ EXIST. WALL ' I ALIGN W/ EXIST. WALL n I 1 I A 300 I I ------i----- NOTE: REMOVE ALL EXISTING DOORS AND TRIM AND PREPARE HEADERS FOR NEW 8' SOLID CORE DOOR IF POSSIBLE IMPORTANT: CONSULT WITH ARCHITECT WHERE A CONFLICT OF WALL DEMOLITION MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE PROJECT. WHERE A STRUCTURAL CONFLICT VARIES FROM THIS PROPOSED DESIGN, STOP WORK AND NOTIFY ARCHITECT. EXISTING CONSTRUCTION TO REMAIN D NEW WALL CONSTRUCTION C _ _ EXISTING CONSTRUCTION TO BE REMOVED 121 DOOR NUMBER ?�-- WALL TYPE ON FLOOR PLAN DEMO SHEET LEGEND EXISTING WALL AND/OR DOOR TO BE DEMOLISHED OR REMOVED EXISTING WINDOW TO BE REMOVED EXISTING WALL, WINDOW, AND/OR DOOR TO REMAIN LEGEND - existing/new DEMOLITION GENERAL NOTES: 1. EXISTING CONDITION SHOWN ARE FROM AVAILABLE RECORD DRAWINGS AND LIMITED VISUAL SURVEYS. THE GENERAL CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR VERIFICATION OF ALL ACTUAL EXISTING CONDITIONS AT THE SITE PRIOR TO DEMOLITION/ CONSTRUCTION. NOTIFY OWNER IF ANY DISCREPANCIES OCCUR. 2. THE CONTRACTOR SHALL PREPARE AND PROVIDE A DEMOLITION AND CONSTRUCTION PLAN AND SCHEDULE TO THE OWNER FOR APPROVAL PRIOR TO COMMENCING DEMOLITION WORK, THE CONTRACTOR SHALL NOTIFY THE OWNER. 3. THE CONTRACTOR SHALL NOTIFY OWNER IF ANY WORK REQUIRES SHUTDOWN OR INTERRUPTION OF BUILDING SERVICES OR SYSTEMS. 4. DASHED LINES INDICATE ITEMS TO BE REMOVED. DEMO WORK SHALL BE DONE IN A MANNER WHICH WILL NOT CAUSE ANY UNNECESSARY INCONVENIENCE OR DANGER TO THE USERS OF THE PREMISES AND ADJACENT ROOMS AND WILL NOT INTERFERE WITH ITS OPERATIONS. NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE AND TRUE TO DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. TO MINIMIZE DISTURBANCE OF ADJACENT SURFACES, USE HAND OR SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING. NOT HAMMERING OR CHOPPING. TEMPORARILY COVER OPENINGS TO REMAIN. ANY DEMO WORK PREFORMED MUST BE PLANNED IN ADVANCE WITH THE OWNER. / PROJECT MANAGER. FIRST FLOOR DEMO +NEW COMMUNITY DEVELOPMENT 1/4" = 1'-0" APPROVED MARK MACCO 5. WHERE DOORS, WALLS AND OTHER ITEMS ARE REMOVED, PATCH THE ADJACENT ROOM WALL, yh ,ARCHITECTS FLOOR AND OR CEILING SURFACES AS REQUIRED TO FORWARD DESIGN. UNPARALLELED EXECUTION MATCH THE EXISTING ADJACENT MATERIAL. UNLESS OTHERWISE NOTED. 6. PROVIDE PROTECTIVE BARRIERS AND SIGNAGE AROUND LIMITS OF CONSTRUCTION. COORDINATE 472 OSCEOLA AVENUE SECURITY, FIRE PROTECTION, AND SAFETY JACKSONVILLE BEACH, FL 32250 PROCEDURES. WITH OWNER. E: Info@MaccoArchitects.com 7. PROVIDE DUST PROOF BARRIERS AS NECESSARY PH: 904.249 -ARCH (2724) TO PROTECT EXISTING AREAS FROM DUST AND www.MaccoArchitects.com DEBRIS. PROTECT EXISTING ELEMENTS TO REMAIN. REPAIR AND REPAINT ADJACENT SURFACES DAMAGED OR MARRED AS A RESULT OF DEMOTION WORK. ((-04�MA �8. ANY EQUIPMENT, MATERIALS AND SUPPLIES TEMPORARILY REMOVED FOR THE PURPOSE OF . MACCO7 PROTECTION SHALL BE REPLACED IN ORIGINAL�ida4 SPECIFIED. ANY EQUIPMENT, MATERIALS ANDSUPPLIES DAMAGED SHALL BE REPLACED WITHCo NEW MATERIALS OF LIKE AND KIND AND QUANTITY. n hq, 9. WHERE WORK INVOLVES CONCRETE MATERIAL REMOVAL AND SAW CUTTING AT THE ABOVE, OR BELOW GRADE FLOOR LEVELS, THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND EMPLOY A STRUCTURAL ENGINEER AS REQUIRED. 10. REFER AND COORDINATE WITH ALL DISCIPLINES DRAWINGS FOR ADDITIONAL DEMOLITION, RELOCATION, AND/OR SALVAGE INFO. CONTRACTOR SHALL COORDINATE THE EXTENT OF DEMOLITION TO CORRESPOND WITH THE NEW CONSTRUCTION DRAWINGS. 11. ALL LOOSE ITEMS AND MATERIALS ARE TO BE REMOVED. 12. THE DEPOSITION AND REMOVAL OF ALL DEMOLISHED MATERIAL SHALL BE IN ACCORDANCE WITH THE PUBLIC WORKS FACILITIES AND ALL REQUIREMENTS. 13. THE OWNER HAS FIRST RIGHT OF REFUSAL OF DEMOLISHED ELEMENTS SUCH AS DOORS, FRAMES OR OTHER MATERIALS THAT ARE SALVAGEABLE. 14. REMOVE ALL EXISTING ELECTRICAL DEVICES WITHIN EXISTING MILLWORK/; BUILT IN FURNITURE AND PARTITIONS THAT ARE NOTED REMOVED BACK TO THE ELECTRICAL PANEL. 15. REMOVE ALL EXISTING ABANDONED PIPING, CONDUIT, WIRING AND MATERIAL FROM WITHIN THE DEMOED AREA. 16. WHERE EXISTING CONSTRUCTION IS REMOVED, PREPARED, AND PATCHED, PREPARE REMAINING SURFACES TO PROVIDE A SOUND AND SMOOTH SUBSTRATE THAT IS READY TO RECEIVE NEW CONSTRUCTION. FINISH NOTES: 1. REFER TO SHEET A206 FOR DOOR SCHEDULE. SEE PLAN FOR AREAS OF LOBBY IN WHICH NEW DOORS ARE USED. 2. REFER TO SHEET A206 FOR FINISH LEGEND. ALL WALLS TO BE PAINTED TYPE TBD, UNLESS THEY ARE OTHERWISE NOTED ON THIS PLAN. 3. DETAILS ARE DIAGRAMATIC AND ARE INTENDED TO BE USED IN CONJUNCTION WITH INFORMATION AS DETALED, SCHEDULED AND/OR SPECIFIED ELSEWHERE IN THE CONTRACT DOCUMENTS. 4. WHEREVER CARPET IS SCHEDULED BELOW A DOOR WITHOUT A THRESHOLD, THE CONTRACTOR SHALL VERIFY THAT SUFFICIENT CLEARANCE IS AVAILABLE TO ACCOMODATE ACTUAL CARPET THICKNESS. 5. CLEARANCES FOR UL LABEL DOORS SHALL BE WITHIN THE LIMITATIONS ESTABLISHED BY THE AUTHORIIY HAVING JURISDICTION. 6. PROVIDE FRAME THICKNESS AS REQUIRED BY ACTUAL FINISHED WALL THICKNESS. 7. All WALL PAINT, NOT SPECIFIED, TO BE BM 2152-70 8. All CEILING PAINT ON GWB TO BE BM 2152-70 9. TRANSITION BETWEEN DIFFERENT FLOOR MATERIALS TO BE AS LEVEL AS POSSIBLE TO ALLOW FOR EASE OF WHEEICHAIR MOVEMENT. HAKIM RESIDENCE FIRST FLOOR PLAN Project Number Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 201 Scale As indicated 14 N d7 N N 00 0 N N I NOTE: VERIFY ALL DIMENSIONS IN FIELD 2 A 400 14'-8" 0 III z C I U0 _ III r- I 0 08 C ALIGN W/ EXISTING MOVE EXISTING WINDOW UP 2' V.I.F. O I I 2 A 301 I 1 I A 400 5 r© 2 A 300 NEW 42" CABLE RAILING, TYP. EXTERIOR is C/L 2 401 � I II I II 1 II I II I II 1 II III III I II I II I I I �� I II III III III III III III III III III I I I � I II III III I II I II I II I II I II I II I I I � III I II I II 111 I II III I II I II I II I I I II II 016 ALIGN W/ EXISTING DOORWAY I 1 I I 1 I A 401 I EXISTING HEARTH TO BE DEMOED J EXISTING FIREPLACE TO - BE REMOVED AND REPLACED WITH NEW LINEAR FIREPLACE I 1 E E E E 00 <E�q000 F 2'_0" 2'-0" 2'-0" 2'-0" 2'_0" 2'4' ALIGN COLUMN W/ EXT. WALL 00 1/2"' 1 1/ " 15-3 z z i r - I co CIL-----�--------- - --�- NEW 6" x 6" SOLID o O WOOD COLUMN z z 0 " C10, /L 20'-9 y � 1 I NEW 42" CABLE RAILING, TYP. EXTERIOR I I SECOND FLOOR DEMO + IEW 1/4" = 1'-0" 0 2' 4' 8' ORTH SCALE: 1/4" = V-0" GX ,v I 'A 7'-311 1 A4 II �I C1 11 004 1 1- I ,002 C v H LI. rr II I II II II Li I I 00 II II II r I1 �- _ —4'-10"- _ — -41_01' I _L I T --1 i 019 � � I ALIGN W/ �\\ EXISTING WALL -- 015 �O I I I 1 O V C C/L C/L 2 A 404, -8" z_ 0 0 z U � EXISTING CONSTRUCTION TO REMAIN I- --1 NEW WALL CONSTRUCTION EXISTING CONSTRUCTION TO BE REMOVED 121 DOOR NUMBER WALL TYPE ON FLOOR PLAN DEMO SHEET LEGEND fl' � EXISTING WALL AND/OR DOOR TO BE DEMOLISHED OR REMOVED EXISTING WINDOW TO BE REMOVED EXISTING WALL, WINDOW, --- AND/OR DOOR TO REMAIN LEGEND existing/new �`( pEVELon5l I CoMM�N�D pp?D�E �R*k MARK MACCO F iz, ARCH I T E C T FORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com OF Co MARK W. MACCO7 } AR96004 ��tt D f � f � O MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date 1 REVISION 1 1/17/18 HAKIM RESIDENCE SECOND FLOOR P Project Number ##### Date JAN 18TH, 2018 Drawn By Author Checked By Checker A 202 Scale As indicated LO 0 0 N 00 0 N I O11 O 3 -4 I1 O 1 11 3 -4 3 -4 _J O 11 11 -8 F C/L C/L C/L C/L 23'-4" I z_ 0 0 z U � EXISTING CONSTRUCTION TO REMAIN I- --1 NEW WALL CONSTRUCTION EXISTING CONSTRUCTION TO BE REMOVED 121 DOOR NUMBER WALL TYPE ON FLOOR PLAN DEMO SHEET LEGEND fl' � EXISTING WALL AND/OR DOOR TO BE DEMOLISHED OR REMOVED EXISTING WINDOW TO BE REMOVED EXISTING WALL, WINDOW, --- AND/OR DOOR TO REMAIN LEGEND existing/new �`( pEVELon5l I CoMM�N�D pp?D�E �R*k MARK MACCO F iz, ARCH I T E C T FORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com OF Co MARK W. MACCO7 } AR96004 ��tt D f � f � O MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date 1 REVISION 1 1/17/18 HAKIM RESIDENCE SECOND FLOOR P Project Number ##### Date JAN 18TH, 2018 Drawn By Author Checked By Checker A 202 Scale As indicated LO 0 0 N 00 0 N NOTE: VERIFY ALL DIMENSIONS IN FIELD I 2 A 400 14'-8" rl -------------- 0 III 008 I ALIGN W/ EXISTING d MOVE EXISTING WINDOW UP 2' V.I.F. I I 2 �01 I 1 I A 400 I I 1 A 401 I I C 014 - 9'-2" 00 N C C 007 _ rd 2 A 300 NEW 42" CABLE RAILING, TYP. EXTERIOR d - N ODo C/L M I—I co 00 Is C/L 2 A 401 -ir � I II III III I II III III III III III III I I I � � I II III III I II III III III III III III I I I � I II III III III III III III III III I I I � III III I II III III III III III III I I I \\ I I III III I II I II III III I II I II I III I I I II II I I 016 — — — — — — — — — — — — — A._!GN W/ EXISTING DOORWAY 'on I I I EXISTING HEARTH TO BE DEMOED J \EXISTING FIREPLACE T BE REMOVED AND REPLACED WITH NEW LINEAR FIREPLACE NEW 42" CABLE RAILING, TYP. EXTERIOR SECOND FLOOR DEMO + NEW 11411 = 1'-0" _ 0 2' 4' 8' NORTH SCALE: 1/4" = V-0" 1 402 T z_ 9 0 0 z Q 0 CINFILL D 5'-10" / 1 4'-9" 1 7'-3" G O O O I'I T� 1x 2'-0" L2' -O" _2'-O" 2 -0 2 -0 2'-O' IF ALIGN COLUMN 1 1/2" 1 1/2" W/ EXT. WALL 00 15'-3" z — -0- — -- — — -o — 0 0 E— Q Q 20-9 v v C/L NEW 6" x 6" SOLID WOOD COLUMN I 10 C/L NEW 42" CABLE RAILING, TYP. EXTERIOR SECOND FLOOR DEMO + NEW 11411 = 1'-0" _ 0 2' 4' 8' NORTH SCALE: 1/4" = V-0" 1 402 T z_ 9 0 0 z Q 0 CINFILL D 5'-10" / 1 4'-9" 1 7'-3" LTA � oLi JI II I I III C I 1 004 I oz) >/ ' C I — H � —— Lur I�I LI — I 00 I ' I I II I 4'-0" Il 6'-8" LCJ 6=J 019 4 ALIGN W/ EXISTING WALL 015 C/L 17' -10" ----------ED 81-411. I C/L 2 A 404 I rl 8'-V'1 031-411-/� F 31-411 3'-4" 11'-8" C/L C/L C/L C/L 23'-4" 1 MARK MACCO ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION. 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.ccm PH: 904.249 -ARCH (2724) www.MaccoArchitects.com I EXISTING CONSTRUCTION TO REMAIN D NEW WALL CONSTRUCTION EXISTING CONSTRUCTION TO BE REMOVED DOOR NUMBER I� WALL TYPE ON FLOOR PLAN DEMO SHEET LEGEND EXISTING WALL AND/OR [ ]� DOOR TO BE DEMOLISHED OR REMOVED EXISTING WINDOW TO BE 1 REMOVED A 300 EXISTING WALL, WINDOW, AND/OR DOOR TO REMAIN LEGEND - existing/new MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. � Description � Date HAKIM RESIDENCE SECOND FLOOR PLAN Project Number Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 202 Scale As indicated N., LO N di N N 00 T- CD N N G I'I T� 1x LTA � oLi JI II I I III C I 1 004 I oz) >/ ' C I — H � —— Lur I�I LI — I 00 I ' I I II I 4'-0" Il 6'-8" LCJ 6=J 019 4 ALIGN W/ EXISTING WALL 015 C/L 17' -10" ----------ED 81-411. I C/L 2 A 404 I rl 8'-V'1 031-411-/� F 31-411 3'-4" 11'-8" C/L C/L C/L C/L 23'-4" 1 MARK MACCO ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION. 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.ccm PH: 904.249 -ARCH (2724) www.MaccoArchitects.com I EXISTING CONSTRUCTION TO REMAIN D NEW WALL CONSTRUCTION EXISTING CONSTRUCTION TO BE REMOVED DOOR NUMBER I� WALL TYPE ON FLOOR PLAN DEMO SHEET LEGEND EXISTING WALL AND/OR [ ]� DOOR TO BE DEMOLISHED OR REMOVED EXISTING WINDOW TO BE 1 REMOVED A 300 EXISTING WALL, WINDOW, AND/OR DOOR TO REMAIN LEGEND - existing/new MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. � Description � Date HAKIM RESIDENCE SECOND FLOOR PLAN Project Number Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 202 Scale As indicated N., LO N di N N 00 T- CD N N NOTE: VERIFY ALL DIMENSIONS IN FIELD NEW 42" CABLE RAILING, TYP. EXTERIOR C) 1 z Q REPLACE EXIST. DOOR 2 2 A 300 A 400 I I 00 I ' A 401 _J ( DEMO EXISTING J HEARTH I DEMO EXISTING I FIREPLACE 00 z 0 0 z Q U 1 NEW 42" CABLE RAILING, TYP. EXTERIOR (NEW A. C.) DEMO STEP V.I.F. 4 NF J J \/H\> H H, 22'-0" 2 A 401 I I � I I I I -- -+- -- -- REPLACE EXISTING DOOR ALIGN W/ EXIST. WALL MATCH WIDTH OF EXIST. OPENING z K L 0 o ~ U 10' THIRD FLOOR DEMO +NEW A 300 _T114" = 1'-0" 0 2' 4' 8' C ` \ 4.811 002 004 = — — — 007 ALIGN W/ EXIST. WALL I ILI 007' 11I I, II � I I I I I CI g-4' 2 A 404 r, 1 A 402 ----- ---- - l�J LJ ALIGN W/ EXIST. WALL C C L-- 005 002 w ��Z) F � Ic 6-5" 3 -5 C 007 FT I II L 002 004 = — — — 007 ALIGN W/ EXIST. WALL I ILI 007' 11I I, II � I I I I I CI g-4' 2 A 404 r, 1 A 402 ----- ---- - l�J LJ ALIGN W/ EXIST. WALL C C L-- 005 J 4'-9" 6111-1 6-4 1/2" C LO N 1 �100 UN��y DSV c®MM 0\4 EXISTING CONSTRUCTION TO REMAIN F NEW WALL CONSTRUCTION _ _ J EXISTING CONSTRUCTION TO BE REMOVED 121 DOOR NUMBER �__ WALL TYPE ON FLOOR PLAN DEMO SHEET LEGEND EXISTING WALL AND/OR DOOR TO BE DEMOLISHED OR REMOVED EXISTING WINDOW TO BE REMOVED EXISTING WALL, WINDOW, AND/OR DOOR TO REMAIN LEGEND -existing/new FAI ORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com F )4 UMARKMA MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date 1 REVISION 1 1/17/18 HAKIM RESIDENCE THIRD FLOOR PLAN Project Number Date JAN 18TH, 2018 Drawn By AUtilOf Checked By Checker A 203 Scale As indicated 002 w ��Z) F � Ic 6-5" 3 -5 C 007 FT I II L L �J 71) J 4'-9" 6111-1 6-4 1/2" C LO N 1 �100 UN��y DSV c®MM 0\4 EXISTING CONSTRUCTION TO REMAIN F NEW WALL CONSTRUCTION _ _ J EXISTING CONSTRUCTION TO BE REMOVED 121 DOOR NUMBER �__ WALL TYPE ON FLOOR PLAN DEMO SHEET LEGEND EXISTING WALL AND/OR DOOR TO BE DEMOLISHED OR REMOVED EXISTING WINDOW TO BE REMOVED EXISTING WALL, WINDOW, AND/OR DOOR TO REMAIN LEGEND -existing/new FAI ORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com F )4 UMARKMA MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date 1 REVISION 1 1/17/18 HAKIM RESIDENCE THIRD FLOOR PLAN Project Number Date JAN 18TH, 2018 Drawn By AUtilOf Checked By Checker A 203 Scale As indicated 002 w ��Z) F � 611 4'-911 6-5" 3 -5 C 007 FT I II L L �J 71) C) -1 00 >6 II J 4'-9" 6111-1 6-4 1/2" C LO N 1 �100 UN��y DSV c®MM 0\4 EXISTING CONSTRUCTION TO REMAIN F NEW WALL CONSTRUCTION _ _ J EXISTING CONSTRUCTION TO BE REMOVED 121 DOOR NUMBER �__ WALL TYPE ON FLOOR PLAN DEMO SHEET LEGEND EXISTING WALL AND/OR DOOR TO BE DEMOLISHED OR REMOVED EXISTING WINDOW TO BE REMOVED EXISTING WALL, WINDOW, AND/OR DOOR TO REMAIN LEGEND -existing/new FAI ORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com F )4 UMARKMA MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date 1 REVISION 1 1/17/18 HAKIM RESIDENCE THIRD FLOOR PLAN Project Number Date JAN 18TH, 2018 Drawn By AUtilOf Checked By Checker A 203 Scale As indicated NORTH NOTE: VERIFY ALL DIMENSIONS IN FIELD NEW 42" CABLE RAILING, TYP. EXTERIOR REPLACE EXIST. DOOR 2 2 A 300 A 400 I UJ 2 c; UJ 1 o - A 301 o I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �I REPLACE EXISTING I I I I 00 1 I I 009 A 401 I I DEMO EXISTING HEARTH DEMO EXISTING FIREPLACE I C I I _ (NEW A. C.) I ALIGN W/ N I EXIST. WALL I C? G DEMO STEP j MATCH WIDTH 0 oo V.I.F. EXIST. OPENING Z J J J Z Q Tx - 0 H H H O o O v 22'-0" ~ U 1 NEW 42" CABLE RAILING, TYP. EXTERIOR 0 2' 4' 8' SCALE: 1/4" = 1'-0" i1THIRD FLOOR DEMO +NEW A 300 1/4" = 1'-0" 0 10'-9" 2 404 O Z U 1 A 402 Io 01 - 006 C 007 " H - 3'-10 C 007 z w ----- II ALIGN 64-, 1i I i ��IIII II 3'-2 1/2."1 IIII I I II II I L — II 01� i II C i NOTE: VERIFY ALL DIMENSIONS IN FIELD I I I I I I i I I I 1 A 400 I I I I 1 I A 401 2 A 400 BED 1 204 SF CLOS 1004 34 SF L---------- >< 005 BATH 1 �2L 69 SF C C LAUNDRY 91 SF FE N—MEN 101 �---- ---- ��lAWEW�� TWIN/22 SF ART WALL Q 007 C COVERED OUTDOOR SITTING AREA I (003) FOYER 238 SF GARAGE ;Oil >< 599 SF --Q� >< ml� I L�. 0 (002 CLOS 2 001 BATH 2 36 SF ENTRY A C I 65 SF 004 0„ BUILDING J23'-10" SETBACK LINE 011 � .� ,.—_, I I><C C ti j 018 018 I>< BED 2 ><q I>< 241 SF I p>< I _— ------------- —L D A A A BUILDING 2 — -- — — — B B SETBACK LINE A 400 1 2 A 404 FIRST FLOOR FINAL '\L31 1 3/16" = V-0" 1 A 401 20'-1 1/4 " G THIRD FLOOR FINAL 300 3/16" = V-0" 2 A 401 20'-5 1 / " MASTER BED 464 SF 0 /2--� A 400 L 2 SECOND FLOOR FINAL A404 A 300 3/16" = 1'-0" G ELEV HVAC/STORAGE CLOS. C,22 SF 51 SF 58 SF 004 002 007 005 G -- C J 007 - 002 [T 2 404 MSTR. CLOS. MSTR. BATH 127 SF �/ ��/ \� 140 SF w' i //i }� 1 I ao 1 A 400 coMMUN��y 'OvED $N MARK MACCC ARS. H ITE.T� ORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com OF i Go MARK W. MACCO 7 AR96004 ,,�ki- D� MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. � Description � Date HAKIM RESIDENCE FINAL P Project Number ### Date JAN 18TH, 2018 Drawn By Author Checked By Checker A 2 Scale 3/16" = 1'-0" C0 0 N 00 c - O N 00 NOTE: VERIFY ALL DIMENSIONS IN FIELD I i i I I I I 1 A 400 I I I I 1 I A 401 mm WN BED 1 204 SF CLOS 1 004 34 SF ---------- 005 BATH 1 002 69 SF C C LAUNDRY 91 SF F61 � � o p - X002 I I I BATH 2 C - 65 SF BUILDING SETBACK LINE I I C I I I ID I I I I — r-Dj II 2 A 401 COVERED OUTDOOR SITTING AREA Q013 ELEV G T22 SF "7U(002) 9 jl� ART WALL —f 4' o > 007 003 = FOYER 238 SF GARAGE 411 C 0„ > 599 SF 002 CLOS 2 (001 36 SF X ENTRY A 004 x0„ - ---_-� 23'-10" ' A 018) 018 BED 2 A 241 SF Oil x II — -A BUILDING A A A 2 nBB B SETBACK LINE A 400 FIRST FLOOR FINAL A 300 3/16" = 1'-0" 1 2 A 301 A 404 1 A 401 20'-1 1 101/ IV lezo OFFICE 20'-5 1 / " 192 SF 009 ) H H H J J J MASTER BEDRM 321 SF tLK C 004 3 THIRD FLOOR FINAL 2 300 3/16'' = V-0" A 404 L SECOND FLOOR FINAL A404 3/16" = V-0" D I ELEV HVAC/STORAGE ,22 SF 51 SF C 007 006 G 002 C 007 H 012 C 011 MSTR CLOS. 198 SF CC MSTR BATH 235 SF z w z J 0 'were "ARK MACCC n, ARCHITECT FORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. � Description � Date HAKIM RESIDENCE FINAL P Project Number ##### Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 20 Scale 3/16" = 1'-0" 00 N N N r 00 r O N N LLLL OFFICE 20'-5 1 / " 192 SF 009 ) H H H J J J MASTER BEDRM 321 SF tLK C 004 3 THIRD FLOOR FINAL 2 300 3/16'' = V-0" A 404 L SECOND FLOOR FINAL A404 3/16" = V-0" D I ELEV HVAC/STORAGE ,22 SF 51 SF C 007 006 G 002 C 007 H 012 C 011 MSTR CLOS. 198 SF CC MSTR BATH 235 SF z w z J 0 'were "ARK MACCC n, ARCHITECT FORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. � Description � Date HAKIM RESIDENCE FINAL P Project Number ##### Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 20 Scale 3/16" = 1'-0" 00 N N N r 00 r O N N NORTH 0 2' 4' 8' SCALE: 1/4" = V-0" K�2 A 301 1 A 400 F' A 401 Q 0 0 F- F - z Q U (PORCELAIN TILE OVER SONOGUARD DECKING) z_ 0 o (PORCELAIN TILE OVER SONOGUARD DECKING) z U 1 I-- (PORCELAIN TILE OVER z SONOGUARD DECKING) U U ROOF A 300 1/4" = 1'-0" 2 A 300 z z Q Q 2 0 0 (DUROLAST ROOFING00 A 401 ' MEMBRANE) z z U U 2 v (DUROLAST ROOFING MEMBRANE) A 404 1 A 402 z U - 1 - A 300 EXISTING SKYLIGHT MARK MACCC ARCHITECTS ORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904. 249 -ARCH (2724) www.MaccoArchitects.com OF z0 6z Co MARK W. MACCO 7 AR96004 x.41 MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. � Description � Date HAKIM RESIDENCE ROOF PLAN Project Number Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 205 Scale 1/411 = 1'-0" IN Mark I Quantity I Manufacturer Description DOOR SCHEDULE Finish Width Height Sill Height Hardware Comments 001 1 PELLA OR EQUAL 4'-6" x 8'-0" GLASS FRONT DOORS Manufacturer 4'-6" 8'-0" 0" Impact Comments 2 002 6 PELLA OR EQUAL 3'-0" x 8'-0" SOLID CORE WOOD DOOR YES 3'-0" 8'-0" 0" 4 PELLA OR EQUAL 40" x 48" CASEMENT 003 2 PELLA OR EQUAL 2'-4" x 8'-0" EXTERIOR SOLID CORE WOOD DOOR PNTD. GYP SMOOTH SURFACE 2'-4" 8'-0" 0" 36" x 48" CASEMENT 4'-0" 3'-0" 004 3 PELLA OR EQUAL 2'-6" x 8'-0" SOLID CORE WOOD DOOR 6 2'-6" 8'-0" 0" 2'-0" YES WALL BUILD -OUT 005 1 PELLA OR EQUAL 2'-4" x 8'-0" SOLID CORE WOOD DOOR 48" x 24" CASEMENT 2'-4" 8'-0" 0" PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP G 006 2 PELLA OR EQUAL 2'-4" x 8'-0" FRAMELESS FROSTED GLASS DOOR 4'-0" 21-4" 8'-0" 0" H 3 PELLA OR EQUAL 007 4 PELLA OR EQUAL 2'-8" x 8'-0" SOLID CORE WOOD DOOR 011 2'-8" 8'-0" 0" PELLA OR EQUAL 30" x 72" CASEMENT 6-0" 008 1 PELLA OR EQUAL 6-0" x 8'-0" EXTERIOR GLASS DOORS K 6'-0" 8'-0" 0" 6'-0" 3'-4" YES 009 1 PELLA OR EQUAL 5'-0" x 8'-0" SOLID CORE WOOD DOUBLE POCKET DOORS PELLA OR EQUAL 5'-0" 8'-0" 0" YES 010 1 PELLA OR EQUAL 4'-8" x 8'-0" EXTERIOR GLASS DOUBLE DOORS 4'-8" 8'-0" 0" 011 2 PELLA OR EQUAL 2'-8" x 8'-0" SINGLE POCKET SLIDER SOLID CORE 2'-8" 8'-0" 0" 012 1 PELLA OR EQUAL 4'-0" x 8'-0" SLIDING BARN DOOR 4'-0" 8'-0" 0" 013 2 PELLA OR EQUAL 2'-4" x 6'-8" EXTERIOR SOLID CORE WOOD DOOR 2'-4" 6'-8" 0" 014 1 PELLA OR EQUAL 4'-6" x 8'-0" DOUBLE GLASS DOORS 4'-6" 8'-0" 0" 015 1 PELLA OR EQUAL 6-0" x 8'-0" EXTERIOR SLIDING GLASS DOORS 6'-0" 8'-0" 0" 016 1 PELLA OR EQUAL 3'-0" x 8'-0" SOLID CORE WOOD DOUBLE DOOR 3'-0" 8'-0" 0" 017 1 PELLA OR EQUAL 3'-0" x 8'-0" EXTERIOR SOLID CORE WOOD DOOR 3'-0" 8'-0" 0" 018 2 CLOPAY OR EQUAL 9'-0" x 8'-0" FROSTED OR OPAQUE PANEL GARAGE DOOR 9'-0" 7'-0" -4" 019 1 TBD 2'-6" x 8'-0" HIDDEN CABINET PANTRY DOOR 2'-6" 8'-0" 0" Grand total: 34 WINDOW SCHEDULE 4 Mark Quantity Manufacturer Description Height Width Impact Comments 2 A 4 PELLA OR EQUAL 24" x 60" CASEMENT 5'-0" 2'-0" YES LATHE /SCRATCH COAT, BROWN COAT FINAL STUCCO COAT FOYER B 2 PELLA OR EQUAL 48" x 20" CASEMENT 1'-8" 4'-0" YES C C 4 PELLA OR EQUAL 40" x 48" CASEMENT 4'-8" 3'-4" YES LAP SIDING ON CMU PNTD. GYP SMOOTH SURFACE D 2 PELLA OR EQUAL 36" x 48" CASEMENT 4'-0" 3'-0" YES LAP SIDING ON WOOD 006 E 6 PELLA OR EQUAL 24" x 72" CASEMENT 6'-0" 2'-0" YES WALL BUILD -OUT G F 3 PELLA OR EQUAL 48" x 24" CASEMENT 2'-0" 4'-0" YES PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP G 1 PELLA OR EQUAL 48" x 72" DOUBLE CASEMENT 6'-0" 4'-0" YES TO MATCH EXISTING H 3 PELLA OR EQUAL 30" x 30" CASEMENT 2'-10" 2'-6" YES 011 CABANA BATH J 3 PELLA OR EQUAL 30" x 72" CASEMENT 6-0" 2'-6" YES TO MATCH EXISTING PNTD. 6" x 1/2" FLAT STOCK K 1 PELLA OR EQUAL 40" x 72" CASEMENT 6'-0" 3'-4" YES L 1 PELLA OR EQUAL 40" x 34" CASEMENT 2'-10" 3'-4" YES Grand total: 30 NOTE: ALL OTHER EXISTING WINDOWS TO BE REPLACED WITH SIMILAR IMPACT RESISTANT WINDOWS SEE ELEVATIONS FOR OPERABILITY. Type Mark WALL SCHEDULE Description Family and Type FINISH SCHEDULE WALL NUMBER NAME FLOOR FINISH BASE FINISH FINISH CEILING FINISH CEILING HEIGHT FIRST FLOOR 001 1/2" GYP / 2" WOOD STUD LAYER/ 8" CMU BLOCK / R-19 A INSULATION / OSB OR ZIPWALL SYSTEM / VAPOR BARIER / METAL STUCCO ON CMU LATHE /SCRATCH COAT, BROWN COAT FINAL STUCCO COAT FOYER B 1/2" GYP / 2X6 WOOD FRAMING / R-19 INSULATION / OSB PNTD. GYP OR ZIPWALL SYSTEM /VAPOR BARTER /METAL LATHE / STUCCO ON WOOD 003 SCRATCH COAT, BROWN COAT FINAL STUCCO COAT C 1/2" GYP OVER 2X4 WOOD FRAMING 4 1/2" PARTITION 1/2" GYP / 2" WOOD STUD LAYER/ 8" CMU BLOCK / R-19 BATH 1 D INSULATION / OSB OR ZIPWALL SYSTEM / VAPOR BARIER / LAP SIDING ON CMU PNTD. GYP SMOOTH SURFACE PAINTED HARDIE LAP SIDING 005 CLOS 2 112" GYP / 2X6 WOOD FRAMING / R-19 INSULATION / OSB PNTD. 6" x 1/2" FLAT STOCK E OR ZIPWALL SYSTEM / VAPOR BARIER / LAP SIDING ON WOOD 006 PAINTED HARDIE LAP SIDING F 2X6 WOOD FRAMING/ PAINTED HARDIE LAP SIDING LAP SIDING EXTERIOR 007 WALL BUILD -OUT G 6" CONCRETE MASONRY BLOCKS MASONRY ELEVATOR WALL H 1/2" THICK FLOOR -TO -CEILING GLASS GLASS PARTITION FINISH SCHEDULE WALL NUMBER NAME FLOOR FINISH BASE FINISH FINISH CEILING FINISH CEILING HEIGHT FIRST FLOOR 001 GARAGE PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 002 FOYER PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 003 BED 1 PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 004 BATH 1 PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 005 CLOS 2 PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 006 BED 2 PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 007 BATH 2 PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 008 CLOS 1 PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 009 LAUNDRY PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 010 ELEV 011 CABANA BATH PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 012 STORAGE PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE ZiLUUNU I-LUUK 013 LIVING PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 014 DINING PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 015 KITCHEN PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 016 POWDER PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 017 PANTRY PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 018 WINE RM PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 019 BATH 3 PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 020 BED 3 PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE I HINU t-LUUK 021 MASTER BEDRM PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 022 MSTR BATH PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 023 MSTR CLOS. PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 024 OFFICE PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE 025 HVAC/STORAGE PNTD. 6" x 1/2" FLAT STOCK PNTD. GYP PNTD. GYP SMOOTH SURFACE NOTE: IN GENERAL, PORCELYNE TILE TO BE INSTALLED ON THE FIRST FLOOR AND IN ALL WET AREAS. REMAINING AREAS OF SECOND AND THIRD FLOOR TO BE HARD WOOD FINISH. CONSULT OWNER FOR FINISH SELECTION AND LOCATION MARK MACCC x ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description � Date HAKIM RESIDENCE SCHEDULES Project Number Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 206 Scale I 0 co 6 N N 00 V_ O N N T_ NOTE: VERIFY ALL DIMENSIONS IN FIELD NEW 42" CABLE RAILING NEW DECK EXTENSION STONE VENEER ON COLUMN NEW 42" CABLE RAILING NEW ROOF C° DECK `') 11-411 NEW PAINTED LAP SIDING-------� C/L- co � NORTH 1 A 402 7'-10" 13'-2" NEW STONE CAP A CHIMNEY PERIMETER NEW STONE VENEER —� (SMOOTH STUCCO FINISH NEW COVERED AREA NEW 6" x 6" SOLID WOOD COLUMN, TYP. NEW OUTDOOR GRILL AREA 013 , , , , , 8' rF WEST A 100 1/411 = 1 '-0" 1 1 A 401 A 400 c) N " EW CABLE RAILING. TOP RAIL 42" AFF M M (SMOOTH STUCCO FINISH) ai (SMOOTH STUCCO FINISH) v r M o / C/L NEW 42" CABLE OD o M RAILING �t M \ 0 co NEW COVERED AREA Co I zo 10'-6" — — — — T — 010 N r- ao < >< >, "'2 2 A 401 A 400 2 _ A 404 — — 003 co c) C/L--• 008 I co L. I / cc cy 013 017 l NEW STONE CAP AT CHIMNEY PERIMETER NEW STONE VENEER NEW CABLE RAILIN TOP RAIL 42" AFF - NEW WALL SCONCE NEW 42" CABLE RAILING T.O. STRUCTURE ROOF BEARING ROOF PLATE —THIRD FLOOR I 20'-5 1 /4" SECOND TOP PLATE 18'-11 1/4" - Ai SECOND FLOOR 9'-7 1/1 FIRST TOP PLATE 8'-1 1/2" J_ — FIRST FLOOR 0" GARAGE SLAB -4" T.O. STRUCTURE 35'-0" _ ROOF BEARING 31'-9" ROOF PLATE 29'-9" /1\ _THIRD FLOOR 20'-5 1/4" ,OND TOP PLATE 18'-11 1 /4" SECOND FLOOR 9'-7 1 /2" RST TOP PLATE 8'-1 1/2" _FIRST FL00_.R� 0" ,GARAGE SLAB 4" COM MUN DEVELOPMENT APPROVE® NOTE: VERIFY ALL DIMENSIONS IN FIELD NEW 42" CABLE RAILING NEW DECK � ce) EXTENSION - - STONE VENEER ON COLUMN NEW 42" CABLE RAILING NEW ROOF DECK --.- 11-411 NEW PAINTED LAP SIDING CIL NEW COVERED AREA --\ 11-411 NEW 6" x 6" SOLID WOOD COLUMN, TYP. - NEW OUTDOOR GRILL AREA A \\i\\i\\i/\ /;\\\\\i/\\\\\\\ir\\i;\\j NORTH A 100 114" = 1'-0" 1 A 402 7'-10" 13'-2 NEW STONE CAP AT CHIMNEY PERIMETER NEW STONE VENEER (SMOOTH STUCCO FINISH) I!�IIC= 'II 2 A 401 2 4 0 N NEW CABLE RAILING. _ TOP RAIL 42" AFF co co co m M 0 I (SMOOTH STUCCO FINISH) C/L NEW 42" CABLE 0 OO RAILING M M 1 5 NEW COVER AREA M 10'-6" N 010 00 2 NEW STONE CAP AT A 400 CHIMNEY PERIMETER NEW STONE VENEER LTJ 0 003 (SMOOTH STUCCO FINISH) CO M 0 2' 4' 8' 2 W E S T SCALE: 1/4" = V-0" 'NA "y 1/4" = 1'-0" -1=-0'1 NEW CABLE RAILING. TOP RAIL 42" AFF BOO NEW WALL SCONCES ` NEW 42" CABLE C/L = - - RAILING C) 008 c� CO ivi 017 -- --_ 013 V - i co _I co 0 1 N M M I .l, M co Ai N r 1 Kel T.O. STRUCTURE 35'-0" ROOF BEARING 31'-9" ROOF PLATE 29'-9" THIRD FLOO 20'-5 1/4" _ SECO_ND TOP PLATE OIL 18'-11 1/4" SECOND FLOO 9'-7 1/2" FIRST TOP PLAT 8'-1 1/2" FIRST FLOOR 0" GARAGE SLAB -4" T.O. STRUCTURE__ 35'-0" ROOF BEARING 31'-9" ROOF PLATE 29'-9" _THIRD FLOOR -� 201-51 _ SECOND TOP PLATE 18'-11 1/4" SECOND FLOOR 9'-7 1/2" FIRST TOP PLATE -� 8'-1 1%2" FIRST FLOOR 0" GARAGE SLAB -4" MARK MACCC ARCHITECT, FORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com OF ,11 Co MARK W. MACCO y AR96004 �ttt D �1 l� MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE ELEVATIONS Project Number Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 30 kale 1/4" = 1'-0" n N co N N C N N NOTE: VERIFY ALL DIMENSIONS IN FIELD 0 2' 4' 8' SCALE: 1/4" = V-0" NEW STONE CAP AT _ CHIMNEY PERIMETER NEW STONE VENEER — NEW 42" CABLE RAILING NEW DECK ^� EXTENSION NEW SOLID 6" x 6" WOOD COLUMN, TYP. NEW 42" CABLE RAILING 2 2 1 A 400 A 401 A 402 0 0 0 _ 2 H H H Zo O A 404 (SMOOTH STUCCO FINISH) M ,. 11-411 (NEW PAINTED LAP SIDING) E `C/\C/ \Cl ,C/ \C/ NEW SOLID 6" x 6" a, �� B r<> WOOD COLUMN, TYP. 1 �-4" NEW WALL SCONCES in O O O O (NEW PAINTED C) LAP SIDING) :///\rj//\//\ j/\//,'j \%%� i� i' ;r/'j� �ji �j 'ij',>j/'%�//f ... \/✓^ f � /\///\% fj/j// j/��/� / /%/�r�j� l/f////,�!\,,////�/jam/moi%/��,/�\��/`\/��/f �� `: 1 EAST A 100 1/4" = 1'-0" I NEW CABLE RAILING. TOP RAIL 42" AFF CD n ---— NEW WALL SCONCES PARAPET WALL TO RECEIVE MTL COPING C/L 000 c� �rQo j\70 / SOUTH A� y 1/4" = 1'-0" (NEW STONE VENEER) Or- -1 ce) / C/I 001 CO EO 1 1 1 A4 0 A401 i (SMOOTH STUCCO FINISH) 00 3'-4" (NEW PAINTED LAP SIDING) c") NEW STONE CAP AT CHIMNEY PERIMETER NEW STONE VENEER V-4" 0 — — CV T.O. STRUCTURE 35'-0'' ROOF BEARING 31'-9-9" ROOF PLATE OL 29'-9" c"' 1 co THIRD _FLO_ OR C0 20'-5 1/4" SECOND TOP PLATE 18'-11 1/4" o co N co M co _ NEW ROOF a� OVERHANG G NEW 42" CABLE / \ RAILING NEW DECK c� EXTENSION NEW 6" x 6" SOLID WOOD COLUMN, TYP. NEW 42" CABLE /-- RAI LI NG co 'cO (NEW PAINTED LAP SIDING) co co M _ SECOND FLOO 9'-7 1/2" FIRST TOP PLATE 8'-1 112" FIRST FLOOR 0" GARAGE SLAB -4" T.O. STRUCTURE 35' - ROOF BEARING 31'-9" ROOF PLATE - - - 29'-9" MVII DEVELOPMENT COM THIRD FLOOR ApgRovED co 20'-5 1/4" SECOND TOP PLATE 18'-11 1/4" O c7 CV M M M NEW ROOF DECK CV r I ao b- - - -i - - fi - - - - - --r - ! - - - Y r / '. r r / / / / / / / ':��;,'\\\ ��` � �/G�/f,>/ii>/%, SECOND FLOOR 9'-7 1/2" _ _FIRST TOP PLATE 8'-1 1/2" FIRST FLOOR 001 ARA E A G G SLAB -4 11 MARK MACCO ARCHITECTS ORWARD DESIGN. UNPARALLELED EXECUTION, 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com OF FSO Gj MARK W. MACCO -y7 M ~ AR96004 ,4w �qED P� r MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date 1 REVISION 2 02/08/18 HAKIM RESIDENCE ELEVATIONS Project Number ##### Date FEBRUARY 8, 2018 Drawn By Author Checked By Checker Scale 1/411 /4" = 1'-0" WE A LO N 'fit 4 co 0 N co N 11 L`\1 L11111 ILI i (SMOOTH STUCCO FINISH) 00 3'-4" (NEW PAINTED LAP SIDING) c") NEW STONE CAP AT CHIMNEY PERIMETER NEW STONE VENEER V-4" 0 — — CV T.O. STRUCTURE 35'-0'' ROOF BEARING 31'-9-9" ROOF PLATE OL 29'-9" c"' 1 co THIRD _FLO_ OR C0 20'-5 1/4" SECOND TOP PLATE 18'-11 1/4" o co N co M co _ NEW ROOF a� OVERHANG G NEW 42" CABLE / \ RAILING NEW DECK c� EXTENSION NEW 6" x 6" SOLID WOOD COLUMN, TYP. NEW 42" CABLE /-- RAI LI NG co 'cO (NEW PAINTED LAP SIDING) co co M _ SECOND FLOO 9'-7 1/2" FIRST TOP PLATE 8'-1 112" FIRST FLOOR 0" GARAGE SLAB -4" T.O. STRUCTURE 35' - ROOF BEARING 31'-9" ROOF PLATE - - - 29'-9" MVII DEVELOPMENT COM THIRD FLOOR ApgRovED co 20'-5 1/4" SECOND TOP PLATE 18'-11 1/4" O c7 CV M M M NEW ROOF DECK CV r I ao b- - - -i - - fi - - - - - --r - ! - - - Y r / '. r r / / / / / / / ':��;,'\\\ ��` � �/G�/f,>/ii>/%, SECOND FLOOR 9'-7 1/2" _ _FIRST TOP PLATE 8'-1 1/2" FIRST FLOOR 001 ARA E A G G SLAB -4 11 MARK MACCO ARCHITECTS ORWARD DESIGN. UNPARALLELED EXECUTION, 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com OF FSO Gj MARK W. MACCO -y7 M ~ AR96004 ,4w �qED P� r MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date 1 REVISION 2 02/08/18 HAKIM RESIDENCE ELEVATIONS Project Number ##### Date FEBRUARY 8, 2018 Drawn By Author Checked By Checker Scale 1/411 /4" = 1'-0" WE A LO N 'fit 4 co 0 N co N NOTE: VERIFY ALL DIMENSIONS IN FIELD NEW STONE CAP AT CHIMNEY PERIMETER NEW STONE VENEER NEW 42" CABLE RAILING 1'-4" NEW DECK EXTENSION NEW SOLID 6" x 6" WOOD COLUMN, TYP. _ NEW 42" CABLE RAILING io M NEW SOLID 6" x 6" WOOD COLUMN, TYP. /xmll� //i /i ml /i '1 2 2 A 400 A 401 __- r7/ J> ___11II1v - ------------ - A 2 H H H OL A404 comi Lm. O OiO 9'-7 1/2" Oji FIRST TOP PLATE — L 1 NEW WALL = SCONCES— =(NEW PAINTED LAP SIDING) now �.r eQ em J era era era e �® -e0 eos�e0,e,emd•� o a ao oEm efe� e see0 e »1111 �.111114e aoiar. a-1e�i 1 A 402 i (SMOOTH STUCCO FINISH) 1'-4" m NEW PAINTE AP SIDING) - a0 1 EAST A 100 1/4" = 1'-011 - 1 A 0 A 401 NEW STONE CAP AT — CHIMNEY PERIMETER NEW STONE VENEER NEW CABLE RAILING. TOP RAIL 42" AFF i0 NEW WALL SCONCES PARAPET WALL TO RECEIVE MTL COPING 0 2' 4' 8' 2 SOUTH SCALE: 1/4" = V-0" A 100 1/4" = 1'-0" 91-211 C/L - (SMOOTH STUCCO FINISH) - o - (NEW PAINTED LAP SIDING) IeeO�,��,e0o >e �i��lJiL9�Y M 0 (V co M �z T.O. STRUCTURE 35'-0-0" ROOF BEARING 31'-9-91 ROOF PLATE _ THIRD FLOOR Q0 20'-5 1/4" SECOND TOP PLATE 18'-11 0 M V co M NEW ROOF o, OVERHANG NEW 42" CABLE - RAILING M co 1 0) NEW DECK EXTENSION THIRD FLOOR r0 20'-5 1/4" SECOND TOP PLATE NEW 6" x 6" SOLID - 18'-11 1/4" WOOD COLUMN, TYP. 09 M _ NEW 42" CABLE RAILING M M I 0) ZO M1 SECOND FLOOR 9'-7 1/2" _ FIRST TOP PLATE NEW ROOF DECK N 1 00 _ FIRST FLOOR Oil GARAGE SLAB -411 MARK MACCC r; RCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.corn PH: 904.249 -ARCH (2724) www.MaccoArchitects.com MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE ELEVATIONS Project Number ### Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 01 Scale 1/4 11 = 1'-0" m co di N N oo CDN N SECOND FLOOR io 9'-7 1/2" FIRST TOP PLATE — L 1-411 N 00 — — _ FIRST FLOOR - 011 GARAGE SLAB " T.O. STRUCTURE --- — — 35'-0" co 1 c o — ROOF BEARING — 31'-9" y 0 N ROOF PLATE OL — — — 29'-9" NEW 42" CABLE - RAILING M co 1 0) NEW DECK EXTENSION THIRD FLOOR r0 20'-5 1/4" SECOND TOP PLATE NEW 6" x 6" SOLID - 18'-11 1/4" WOOD COLUMN, TYP. 09 M _ NEW 42" CABLE RAILING M M I 0) ZO M1 SECOND FLOOR 9'-7 1/2" _ FIRST TOP PLATE NEW ROOF DECK N 1 00 _ FIRST FLOOR Oil GARAGE SLAB -411 MARK MACCC r; RCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.corn PH: 904.249 -ARCH (2724) www.MaccoArchitects.com MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE ELEVATIONS Project Number ### Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 01 Scale 1/4 11 = 1'-0" m co di N N oo CDN N 2 2 1 A 400 A 401 A 402 NEW 42" METAL` RAILING OFFICE MASTER EDRM ELEV / 192 SF 003 321 IF 22 SF HVAC/STORAGE 51 SF 10 LIVING � 265 SF r BATH 1 FOYER 002 017 238 SF 69 SF oo��'�`` rAA/i�/i�/i� i'� Section 1 100 1/4" = 1'-0" A 4401 i ELEV x WINE RM KITCHEN 22 SF x 28 SF 351 SF (ART WALL) NEW 42" CABLE RAILING G ---------------- FFICE 192 SF ly ILI 1 1 I I I M I I NEW 6" X 6" SOLID WOOD COLUMN, TYP.1 1 NEW 42" CABLE RAILING M NG -- 1 65 SF_- _ A 403 I I � _ I. 1`9 I - - IM 1 1'-4" I I I I BED 2 1 BATH 2 UkUNDRY 241 SF I 65 SF 91 SF I I I I I I I 2 Section 2 0 2' 4' 8' A 100 11411 = 1'-0" SCALE: 1/4" = 1'-0" ELEV 22 SF STONE VENEER TO MATCH EXTERIOR 007 FOYER 005 238 SF 0 0 MSTR BATH 235 SF GARAGE 599 SF POWDER 37 SF ROOF BEARING 0 31'-9" N _ _ ROOF PLATE 29'-9" _ THIRD FLOOR Zo 20'-5 1 /4" SECOND TOP PLATE 18'-11 1 /4" M S01% N SECOND FLOOR 9'-7 1 /2" FIRST TOP PLAT_ E 8'-1 1/2" FIRST FLOOR i\20\115\ GARAGE SLAB OL -4 T.O. FOUNDATION -2'-8.. T.O. STRUCTURE 35'-0" Z+) c� ROOF BEARING -� 0 31'-9" N ROOF PLATE 29'-9" NEW 42" CABLE RAILING ZD M n _ _ _ _THIRD FLOO CD 20'-5 1/4" SECOND TOP PLATE _ 18-11 1/4 NEW 42" CABLE BED 3 � RAILING 192 SF w CD _ M _ _ io _ SECOND FLOOR 9'-7 1/2" FIRST TOP PLATE i 004 BED 1 CV 204 SF r co ` FIRST FLOOR L/111 GARAGE SLAB OL -411 STONE VENEER TO MATCH EXTERIOR 007 FOYER 005 238 SF 0 0 MSTR BATH 235 SF GARAGE 599 SF POWDER 37 SF ROOF BEARING 0 31'-9" N _ _ ROOF PLATE 29'-9" _ THIRD FLOOR Zo 20'-5 1 /4" SECOND TOP PLATE 18'-11 1 /4" M S01% N SECOND FLOOR 9'-7 1 /2" FIRST TOP PLAT_ E 8'-1 1/2" FIRST FLOOR i\20\115\ GARAGE SLAB OL -4 T.O. FOUNDATION -2'-8.. T.O. STRUCTURE 35'-0" Z+) c� ROOF BEARING -� 0 31'-9" N ROOF PLATE 29'-9" NEW 42" CABLE RAILING ZD M n _ _ _ _THIRD FLOO CD 20'-5 1/4" SECOND TOP PLATE _ 18-11 1/4 NEW 42" CABLE BED 3 � RAILING 192 SF MARK MACCO >, ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION. 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: In @ MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com OF It 10, CO MARK W. MACCO7 rn � r AR96004 D MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE SECTIONS Project Number Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 0 Scale 1/4" _= 1'-0" w CD _ M _ _ io _ SECOND FLOOR 9'-7 1/2" FIRST TOP PLATE i 004 BED 1 CV 204 SF r co ` FIRST FLOOR GARAGE SLAB OL -411 T.O. FOUNDATION -2'-U" MARK MACCO >, ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION. 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: In @ MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com OF It 10, CO MARK W. MACCO7 rn � r AR96004 D MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE SECTIONS Project Number Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 0 Scale 1/4" _= 1'-0" A 4102 MSTR BATH 235 SF PANTRY 113 SF X17 \ / Section 3 A 100 NEW ROOF OVER OUTDOOR SEATING NEW 6" x 6" SOLID WOOD COLUMNS MSTR CLOS. 198 S OC OC <C:> � <OC to KITCHEN 351 F 9'-7 1/2" 2` A 404 GARAGE 1 599 SFL NEW RAILING TO BE 38" PER CODE FUR OUT WALL TO MATCH FIRST LEVEL 2 Section 4 A 100 114" = 1'-0" ALIGN TORAGE 29 SF W11 ' 007 2 A 401 iOK MASTER BEDRM 321 SF O i EXISTING BEAM 0 N DINING 259 SF - 015 0 2 A 400 — — _ _ T.O. STRUCTURE 35'-0" co co _ROOF BEARING 0 31'-9„ N _ ROOF PLATE 29'-9-9" OOFFICEO - - ` 192 SF /V< ' FOYER LAUNDRY 001 238 SF 91 SF o O 1 A 401 MASTER BEDRM 321 SF r- F<�>:]' of2 � o to — — _ m 9'-7 1/2" LIVIII� 6 5,KSF ' FOYER LAUNDRY 001 238 SF 91 SF o O 1 A 401 MASTER BEDRM 321 SF r- SECOND FLOOR — — _ m 9'-7 1/2" DININ 003 FOYER �\� 238 SF 259 SF 019 °O i THIRD FLOOR 20'-5 1/4" SECOND TOP PLAT_ E 18'-11 1/4" SECOND FLOOR — — _ m 9'-7 1/2" FIRST TOP PLAT_ E� — — o 259 SF 019 °O i THIRD FLOOR 20'-5 1/4" SECOND TOP PLAT_ E 18'-11 1/4" 1. ROOF BEARING 31'-9" 0 ROOF PLATE_ 29'-9" a m i M C.0 C/L iv co b� M THIRD FLO 20'-5 1/4" SECOND TOP PLATE 18'-11 1/Z _ SECOND FLOOR 9'-7 1/2" FIRST TOPPLATE 8'-1 1 /2" _ FIRST FLOOR__ 0" GARAGE SLAB -4" T.O- FOUNDATION -2'-8" MARK MACC* A RC H I T E C T ORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com OF i Gj MARK W. MACCO-p AR9 004 ,► D R MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE SECTIONS Project Number # Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 01 kale 1/4 If = 1'-01' 4 SECOND FLOOR — — _ m 9'-7 1/2" FIRST TOP PLAT_ E� — — _ 8'-1 1 /2" 04 co - FIRST FLOOR_ Oil GARAGE SLAB FOUNDATION _T.O. n -2'-8" 1. ROOF BEARING 31'-9" 0 ROOF PLATE_ 29'-9" a m i M C.0 C/L iv co b� M THIRD FLO 20'-5 1/4" SECOND TOP PLATE 18'-11 1/Z _ SECOND FLOOR 9'-7 1/2" FIRST TOPPLATE 8'-1 1 /2" _ FIRST FLOOR__ 0" GARAGE SLAB -4" T.O- FOUNDATION -2'-8" MARK MACC* A RC H I T E C T ORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com OF i Gj MARK W. MACCO-p AR9 004 ,► D R MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE SECTIONS Project Number # Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 01 kale 1/4 If = 1'-01' 4 NEW 42" CABLE RAILING Zo co I I 1 I �O4 I NEW 42" CABLE RAILING Section 5 A 201 1/4" = 1'-0" MSTR BATH 235 SF 1 401 PAI;ITR` 11 SF GARAGE 599 F 003 I io co - — — 0- — i i POWDER 37 SF O D 004 rT� A 403 Y 010 �I r' a , NEW 42" CABLE RAILING T.O. STRUCTURE -� M cIO ROOF BEARING OL 0 31'-9" N _ ROOF PLATE 29'-9" NEW 42" CABLE RAILING a, ZO co N 00 _ THIRD FLOOR 20'-5 1/4" _ SECOND TOP PLATE 0 Ln M SECOND FLOO 9'-7 1/2" FIRST TOP PLA 8'-1 1/2" FIRST FLOOR — 0" GARAGE SLAB A 11 T.O. FOUNDATIOOL N -2'-V" yy�f MARK MACCt. ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION. 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904. 249 -ARCH (2724) www.MaccoArchitects.com OF CO MARK W. MACC07 rn AR96004 � f MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE SECTIONS Project Number # Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 02 Scale 1/4 If = 1'-0'1 0E n 42" CABLE RAILING PLACED 3" ONCENTER WITH METAL BALUSTERS AND 1-1/2" TOP RAIL, TYP. PORCELAIN TILE OVER SONOGUARD DECKING SYSTEM CANT DECK AWAY FROM STRUCTURE, TYP. MTL DRIP EDGE OVER 4" X 1/2" AND 6" X 1/2" HARDIE OR EQUAL PNTD. FASCIA. 14" WOOD JOIST, SEE STRUCTURAL DRAWINGS PNTD HARDIE VENTLESS SOFFIT, TYP. 6" SOLID WOOD COLUMN 42" CABLE RAILING. CABLES PLACED 3" ON CENTER WITH METAL BALUSTERS AND 1-1/2" TOP RAIL, TYP. PORCELAIN TILE OVER SONOGUARD DECKING SYSTEM CANT DECK AWAY FROM STRUCTURE, TYP. MTL DRIP EDGE OVER 4" X 1/2" AND 6" X 1/2" HARDIE OR EQUAL PNTD. FASCIA. _ 14" WOOD JOIST, SEE STRUCTURAL DRAWINGS PNTD HARDIE VENTLESS SOFFIT, TYP. FILLED BOND BEAM W/ REBAR SMOOTH PNTD GYP CEILING R-19 BAT, OR SOY BASED SPRAY FOAM INSULATION AT EXTERIOR ENVELOPE RIGID INSULATION ALONG PERIMETER 6" PNTD. FLAT STOCK BASE, TYP. PAINTED LAP SIDING OVER FURRING STRIPS, VAPOR BARRIER, -- AND ZIPWALL SHEATHING NOTCH SLAB INTO STEMWALL AS SHOWN,TYPICAL. SEE STRUCTURAL DRAWINGS FOR BOLTED SLAB CONNECTIONS \IN111 01- ,INS"av EXTENT OF EXISTING STRUCTURE THIRD FLOOR 20'-5 SECOND TOP PLATE 18'-11 114" EXTENT OF EXISTING STRUCTURE SND FLOOR 9'-7 /2" EXISTING OPENINGS TO FIRST TOP PLATE_ FIT NEW WINDOW CONFIG.1 1/2" DURROLAST MEMBRANE ROOFING SYSTEM R-19 BAT, OR SOY BASED SPRAY FOAM INSULATION AT EXTERIOR ENVELOPE /2" X 6" WOOD FRAMING — AT CABANA BATH — CANT AWAY FROM STRUCTURE, TYP. MTL DRIP EDGE OVER 4" X 1/2" AND 6" X 1/2" HARDIE OR EQUAL PNTD. FASCIA. 14" WOOD JOIST, SEE STRUCTURAL DRAWINGS 6" x 6" SOLID WOOD COLUMNS, TYP. _— MV CABANA BATH 27 SF 013 6" PNTD. FLAT SECOND FLOOR STOCK BASE, TYP. 9'-7 1/2 CANT AWAY FROM STRUCTURE, TYP. _ FIRST TOP PLATE OgL 1'-4" '-- 8'-1 1/2" FIRST FLOOR Oil GARAGE SLAB ' ��,-.. . °, �r� 7 -411 BED 2 241 SF Section 2 - Callout 1 1/2" = 1'-0" EXTENT OF EXISTING STRUCTURE FIRST FLOOR O" GARAGE SLAB -4" T.O. FOUNDATION -2'-8" T.O. FOUNDATION -2'-811 2 Section 5 - Callout 1 A 402 1/2" = V-0" THICKENED SLAB UNDER CABANA BATH WALLS MARK MACCO .F ARCHITECTS ORW"ARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitecfs.com OF 0 Gj MARK W. MACCO M �ip�,,'` D l� MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE SECTION DETAILS Project Number ### Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 03 Scale 1/2" = 1'-0" 11 LO N N r 00 O N N T- PAINTED LAP SIDIN OVER EXISTING 2" R-19 BAT, OR SOY E SPRAY FOAM INSUI EXTERIOR ENVELO 42" CABLE RAILING 3" ON CENTER WITI BALUSTERS AND 1 - RAIL, TYP. EXTERIC CANT AWAY FROM STRUCTURE, TYP. MTL DRIP EDGE OV 4"X1/2"AND 6"X11 HARDIE OR EQUAL PNTD. FASCIA. 14" WOOD JOIST, S STRUCTURAL DRAB PNTD HARDIE VEN1 SOFFIT, TYP. R-19 BAT, OR SOY E SPRAY FOAM INSUI EXTERIOR ENVELO FILLED BOND BEAN NEW 9'-0" x 7'-0" FRi GLASS GARAGE DC NOTCH SLAB INTO AS SHOWN,TYPICA STRUCTURAL DRA% BOLTED SLAB CON CANT AWAY FROM STRUCTURE, TYP. 0 2' 4' 8' SCALE: 1/4" = V-0" INIm Section 5 - Callout 2 3/4" = 1'-0" SECO�D TOP PLATE 18'-11 1/4" S COND FLOOR 9'-7 1/2" FIRST TOP PLATE 8'-1 1/2" EXTENT OF EXISTING GARAGE -FIRST FLOOR 0" ARAGE SLAB AL _ T. -4" FOUNDATION -2'-8" 42" CABLE RAILING PLA 3" ON CENTER WITH ME BALUSTERS AND 1-1/2" RAIL, TYP. EXTERIOR PORCELAIN TILE C,VER SONOGUARD DECKING CANT DECK AWAY FRO STRUCTURE, TYP. MTL DRIP EDGE OVER 4"X1/2"AND 6"X 1/2" HARDIE OR EQUAL PNTD. FASCIA. 42" CABLE RAILING. CABLES PLACED 3" ON CENTER WITH METAL 2 Section 6 100 3/4" = 1'-0" THIRD FLOOR 20'-5 1/4" SECOND TOP PLATE 18'-11 1%4" SECOND FLOO 9'-7 1/2" FIRST TOP PLATE 8'-1 1/2 " FIRST FLOOR 0" GARAGE SLAB -4" ORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904. 249 -ARCH (2724) www.MaccoArchitects.com b f4 - FCO -MARK W. MACCO;= 7 AR96004 CGU D 1 MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE SECTION DETAILS Project Number ##### Date JAN 2ND, 2018 Drawn By Author Checked By Checker A 0 Scale 3/4" = 1'-0" C h N N oo 0 N N REF. CEILING NOTES 1. REFER TO THIS SHEET FOR ELECTRICAL SYMBOLS. 2. ALL LIGHTS TO BE ON DIMMER SWITCHES EXCEPT: ALL CLOSETS, (EXCEPT MASTER CLOSET) SHOWER, WATER CLOSET LIGHT, ALL GARAGE INTERIOR FLOURESCENTS, FRONT ENTRANCE AND FRONT GARAGE SCONCE LIGHTS. EXTERIOR SCONCE LIGHTS, UTILITY RM LIGHTS. 3. ALL SMOKE DETECTORS TO BE CEILING MOUNTED. 4. ALL SCONCES TO BE MOUNTED AT 6'-6" AFF. 5. ALL BATHROOM SCONCES TO BE MOUNTED AT 6-0" AFF 6. ALL SWITCHES TO BE MOUNTED AT 36" AFF UNLESS ABOVE A COUNTER SURFACE OR OTHERWISE NOTED. 36" MARK MEASURED TO THE BOTTOM OF THE HOUSING. 7. HVAC VENTS ARE APPROXIMATE IN THIS PLAN. CONSULT ARCHITECT AND HVAC SUB FOR VENT PLACEMENT IN FIELD. 8. REVIEW PLAN FOR 4% 6" LED CAN PLACEMENT. USE APPARENT CENTER LINES, AS DIMENSIONS ARE NOT PROVIDED. 9. THIS DRAWING ONLY CAN BE SCALED FOR LIGHT PLACEMENT. 10. ALL FLUORESCENT FIXTURES ARE TO BE DELUXE WHITE IN COLOR INDEX. 11. SMOOTH CEILING THROUGHOUT. NO KNOCK DOWN FINISH ANYWHERE. ELECTRICAL NOTES 1. REFER TO THIS SHEET FOR ELECTRICAL SYMBOLS. 2. RECEPTACLES ARE TO BE MOUNTED HORIZONTALLY 8" MEASURED TO BOTTOM OF HOUSING. UNLESS OTHERWISE NOTED. 3. REFER TO PLAN FOR RECEPTICAL TYPE AND HEIGHT ABOVE COMFORT HEIGHT COUNTER TOPS. REFER TO CABINET DRAWINGS, NOT INCLUDED IN THIS SET FOR CONFIRMATION. 4. SEE MANUFACTURER SPECIFICATIONS FOR TANKLESS WATER HEATER POWER REQUIREMENTS. 5. SEE KITCHEN DRAWINGS FOR ELECTRICAL REQUIREMENTS FOR KITCHEN. MAY VARY FROM ARCHITECTURAL DWGS. 6. INTERIOR 4" RECESSEED LIGHTING ON FIRST LEVEL TO BE DIMMABLE, LED W/ A WARM COLOR INDEX. 7. IMPORTANT: ALL SWITCHES TO BE MOUNTED AT 36" AFF. UNLESS ABOVE A COUNTER OR OTHERWISE NOTED. 8. ALL LOW VOLTAGE TRANSFORMERS ARE TO BE HIDDEN IN SOFFITS OR ADJACENT SPACES, NOT TO BE A PART OF THE FIXTURE HOUSING. CONSULT W/ ARCHITECT FOR TRANSFORMER PLACEMENT. 9. 6" EXTERIOR RECESSED EAVE CANS TO BE COMPACT FLOURESCENT FIXTURES. 4" EAVE LIGHTS TO BE LED. 10. MOUNT ALL VANITY LIGHTS ABOVE MIRRORS THAT ARE CALLED FOR AT T-0" AFF. ,Ilk W) NORTH 0 2' 4' 8' SCALE: 1/4" = l'-0" rT� A 301 1 A 400 1 401 I 2" AFF / NOTE: ELECTRICIAN TO CHECK EXISTING CONDITIONS TO DETERMINE WHETHER ELECTRIC ALIGNS W/ NEW LAYOUT 2 A 300 T I TO 2ND FLOOR SWITCH \ I I \ I \ \ (SD)(CMI / \\ I LL ------ - -- / B I �LL Q / SWITCH I ' I QUAD fi / afi DUPLEX GROUND CEILING FAN, NO LIGHT FAULT � DUPLEX OUTLET 42" 4 \ 1 I 1 A 301 ------------------------ FIRST FLOOR ELECTRICAL PLAN 1/4" = 1'-0" 2 A 404 1 402 fi --------------- 0-�CT [1 42" AFF GFI rn gfi 1 A 300 gfi _----------� 111 -- T I 1 / ELECTRICAL SYMBOLS V �LL Q SWITCH I DUPLEX OUTLET QUAD fi / afi DUPLEX GROUND CEILING FAN, NO LIGHT fi --------------- 0-�CT [1 42" AFF GFI rn gfi 1 A 300 gfi _----------� 111 -- T I 1 / ELECTRICAL SYMBOLS V DATA / SWITCH I DUPLEX OUTLET QUAD fi TELEVISIO afi DUPLEX GROUND CEILING FAN, NO LIGHT FAULT � DUPLEX OUTLET 42" 4 NATURAL GAS DUPLEX OUTLET 42" AFF, GROUND 42"AFF GFI FAULT INTERRUPTION FLOOR OUTLET © CEILING MOUNTED FAN, NO (dm) CEILING MOUNTED CARBON MONOXIDE DETECTOR (SD) CEILING MOUNTED SMOKE DETECTOR • PENDANT fi --------------- 0-�CT [1 42" AFF GFI rn gfi 1 A 300 gfi _----------� 111 -- T I 1 / ELECTRICAL SYMBOLS V DATA / SWITCH 4'X 2' CEILING MOUNTED DUPLEX OUTLET QUAD TELEVISIO afi DUPLEX GROUND CEILING FAN, NO LIGHT FAULT � DUPLEX OUTLET 42" 4 NATURAL GAS DUPLEX OUTLET 42" AFF, GROUND 42"AFF GFI FAULT INTERRUPTION FLOOR OUTLET © CEILING MOUNTED FAN, NO (dm) CEILING MOUNTED CARBON MONOXIDE DETECTOR (SD) CEILING MOUNTED SMOKE DETECTOR • PENDANT • 2" DIAMETER RECESSED PUCK LIGHT Q WALL MOUNTED LIGHT, SCONCE OR OVERHEAD ( 66" RECESSED CAN LIGHT, LED, HALOGEN OR FLUORESCENT 14"I 4" RECESSED CAN LIGHT, LED, HALOGEN OR FLUORESCENT SURFACE MOUNTED LIGHT, LED, HALOGEN OR FLUORESCENT d WALL WASHER, LED OR HALOGEN 4'X 2' CEILING MOUNTED FLUORESCENT FIXTURE - HARDWIRED LED ROPE LIGHT CEILING FAN, NO LIGHT PL WALL MOUNTED POOL CONTROLS P—NL BOX I PANEL BOX NATURAL GAS VALVE HVAC SUPPLY GRILLE 0 HVAC RETURN LJ ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION. 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com OF r4 F6: MARK W. MACCO -:p) MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No.—F Description Date HAKIM RESIDENCE FIRST FLOOR RCP - ELECTRICAL Project DateNumber JAN 2ND, 2018 Drawn Author Checked By Checker E 200 Scc e 1/411 = 1 1-011 11 N N 00 O N N REF. CEILING NOTES 1. REFER TO THIS SHEET FOR ELECTRICAL SYMBOLS. 2. ALL LIGHTS TO BE ON DIMMER SWITCHES EXCEPT: ALL CLOSETS, (EXCEPT MASTER CLOSET) SHOWER, WATER CLOSET LIGHT, ALL GARAGE INTERIOR FLOURESCENTS, FRONT ENTRANCE AND FRONT GARAGE SCONCE LIGHTS. EXTERIOR SCONCE LIGHTS, UTILITY RM LIGHTS. 3. ALL SMOKE DETECTORS TO BE CEILING MOUNTED. 4. ALL SCONCES TO BE MOUNTED AT 6-6" AFF. 5. ALL BATHROOM SCONCES TO BE MOUNTED AT 6-0" AFF 6. ALL SWITCHES TO BE MOUNTED AT 36" AFF UNLESS ABOVE A COUNTER SURFACE OR OTHERWISE NOTED, 36" MARK MEASURED TO THE BOTTOM OF THE HOUSING. 7. HVAC VENTS ARE APPROXIMATE IN THIS PLAN, CONSULT ARCHITECT AND HVAC SUB FOR VENT PLACEMENT IN FIELD. 8. REVIEW PLAN FOR 4"& 6" LED CAN PLACEMENT. USE APPARENT CENTER LINES, AS DIMENSIONS ARE NOT PROVIDED. 9. THIS DRAWING ONLY CAN BE SCALED FOR LIGHT PLACEMENT. 10. ALL FLUORESCENT FIXTURES ARE TO BE DELUXE WHITE IN COLOR INDEX. 11. SMOOTH CEILING THROUGHOUT. NO KNOCK DOWN FINISH ANYWHERE. ELECTRICAL NOTES 1. REFER TO THIS SHEET FOR ELECTRICAL SYMBOLS. 2. RECEPTACLES ARE TO BE MOUNTED HORIZONTALLY 8" MEASURED TO BOTTOM OF HOUSING. UNLESS OTHERWISE NOTED. 3. REFER TO PLAN FOR RECEPTICAL TYPE AND HEIGHT ABOVE COMFORT HEIGHT COUNTER TOPS. REFER TO CABINET DRAWINGS, NOT INCLUDED IN THIS SET FOR CONFIRMATION. 4. SEE MANUFACTURER SPECIFICATIONS FOR TANKLESS WATER HEATER POWER REQUIREMENTS. 5. SEE KITCHEN DRAWINGS FOR ELECTRICAL REQUIREMENTS FOR KITCHEN. MAY VARY FROM ARCHITECTURAL DWGS. 6. INTERIOR 4" RECESSEED LIGHTING ON FIRST LEVEL TO BE DIMMABLE, LED W/ A WARM COLOR INDEX. 7. IMPORTANT: ALL SWITCHES TO BE MOUNTED AT 36" AFF. UNLESS ABOVE A COUNTER OR OTHERWISE NOTED. 8. ALL LOW VOLTAGE TRANSFORMERS ARE TO BE HIDDEN IN SOFFITS OR ADJACENT SPACES, NOT TO BE A PART OF THE FIXTURE HOUSING. CONSULT W/ ARCHITECT FOR TRANSFORMER PLACEMENT. 9. 6" EXTERIOR RECESSED EAVE CANS TO BE COMPACT FLOURESCENT FIXTURES. 4" EAVE LIGHTS TO BE LED. 10. MOUNT ALL VANITY LIGHTS ABOVE MIRRORS THAT ARE CALLED FOR AT 7'-0" AFF. NORTH 0 2' 4' 8' SCALE: 1/4" = l'-0" r2'�� A 301 1 7 A 400 1 A 401 NOTE; ELECTRICIAN TO CHECK EXISTING CONDITIONS TO DETERMINE WHETHER ELECTRIC ALIGNS W/ NEW LAYOUT 2 A 400 r2-N� A 300 2 A 401 1 1 / / 0 / I I 1 \1 (SD) I I I , I , I II / / I I \Pr // / \\ '' \ F2L `\ TO 1ST FLOOR " (V SWITCH c l I) (CM)(SD) " — — \ II 0I � I 1 1 '(0 14"K 4'9 1 , I I 1 1 � \ \---- EXISTING BEAM i CEIL NG DROPS 4" (6) I IAI (41 \ I I I I 2"AFF G I � 1 \ N \ 1 \ I / PENDANT LIGHTS I 1 I I 1 I SECOND FLOOR ELECTRICAL PLAN 114" = 1'-0" 42" AFF GFI I P—NL BOX SWITCH • / 1 I • / TELEVISIO I I � — FAULT 47' AFF GFI DUPLEX OUTLET 42" 42" AFF HALOGEN OR FLUORESCENT 01 DUPLEX OUTLET 42" AFF, GROUND 42"AFF GFI FAULT INTERRUPTION FLOOR OUTLET 21 CEILING MOUNTED FAN NO WALL WASHER, LED OR HALOGEN 4'X 2' CEILING MOUNTED FLUORESCENT FIXTURE --- HARDWIRED LED ROPE LIGHT 6 n � , SECOND FLOOR ELECTRICAL PLAN 114" = 1'-0" 1 I I rt � I / I I / / ' T i 4 I I � I / I 42" AFF GE (4'1 � % I / I 2 A 404 LL IIII IIII Q I / \ I I I / / / / / \ 1 11 IQ 11 0 ELECTRICAL SYMBOLS V 42" AFF GFI I P—NL BOX SWITCH • / 1 I • / TELEVISIO I I � — FAULT 47' AFF GFI 1 I I rt � I / I I / / ' T i 4 I I � I / I 42" AFF GE (4'1 � % I / I 2 A 404 LL IIII IIII Q I / \ I I I / / / / / \ 1 11 IQ 11 0 ELECTRICAL SYMBOLS V DATA / P—NL BOX SWITCH • DUPLEX OUTLET • QUAD TELEVISIO afi DUPLEX GROUND FAULT 0 DUPLEX OUTLET 42" 42" AFF HALOGEN OR FLUORESCENT 01 DUPLEX OUTLET 42" AFF, GROUND 42"AFF GFI FAULT INTERRUPTION FLOOR OUTLET 21 CEILING MOUNTED FAN NO 0 dk CEILING MOUNTED CARBON MONOXIDE DETECTOR (§D) CEILING MOUNTED SMOKE P—NL BOX DETECTOR • PENDANT • 2" DIAMETER RECESSED PUCK LIGHT 9 WALL MOUNTED LIGHT, SCONCE OR OVERHEAD 0 6" RECESSED CAN LIGHT, LED, HALOGEN OR FLUORESCENT 01 4" RECESSED CAN LIGHT, LED, HALOGEN OR FLUORESCENT SURFACE MOUNTED LIGHT, LED, HALOGEN OR FLUORESCENT WALL WASHER, LED OR HALOGEN 4'X 2' CEILING MOUNTED FLUORESCENT FIXTURE --- HARDWIRED LED ROPE LIGHT CEILING FAN, NO LIGHT CED WALL MOUNTED POOL CONTROLS P—NL BOX PANEL BOX NATURAL GAS VALVE HVAC SUPPLY GRILLE HVAC RETURN HAKIM RESIDENCE SECOND FLOOR RCP - ELECTRICAL Project Number Date JAN 2ND, 2018 Drawn By Author Checked By Checker E 201 Scale 1/411 = 1'-0" d- oi N N_ 00 0 N N REF. CEILING NOTES 1. REFER TO THIS SHEET FOR ELECTRICAL SYMBOLS. 2. ALL LIGHTS TO BE ON DIMMER SWITCHES EXCEPT: ALL CLOSETS, (EXCEPT MASTER CLOSET) SHOWER, WATER CLOSET LIGHT, ALL GARAGE INTERIOR FLOURESCENTS, FRONT ENTRANCE AND FRONT GARAGE SCONCE LIGHTS. EXTERIOR SCONCE LIGHTS, UTILITY RM LIGHTS. 3. ALL SMOKE DETECTORS TO BE CEILING MOUNTED. 4. ALL SCONCES TO BE MOUNTED AT 6'-6" AFF. 5. ALL BATHROOM SCONCES TO BE MOUNTED AT 6-0" AFF 6. ALL SWITCHES TO BE MOUNTED AT 36" AFF UNLESS ABOVE A COUNTER SURFACE OR OTHERWISE NOTED. 36" MARK MEASURED TO THE BOTTOM OF THE HOUSING. 7. HVAC VENTS ARE APPROXIMATE IN THIS PLAN. CONSULT ARCHITECT AND HVAC SUB FOR VENT PLACEMENT IN FIELD. 8. REVIEW PLAN FOR 4% 6" LED CAN PLACEMENT. USE APPARENT CENTER LINES, AS DIMENSIONS ARE NOT PROVIDED. 9. THIS DRAWING ONLY CAN BE SCALED FOR LIGHT PLACEMENT. 10. ALL FLUORESCENT FIXTURES ARE TO BE DELUXE WHITE IN COLOR INDEX. 11. SMOOTH CEILING THROUGHOUT. NO KNOCK DOWN FINISH ANYWHERE. ELECTRICAL NOTES 1. REFER TO THIS SHEET FOR ELECTRICAL SYMBOLS. 2. RECEPTACLES ARE TO BE MOUNTED HORIZONTALLY 8" MEASURED TO BOTTOM OF HOUSING. UNLESS OTHERWISE NOTED. 3. REFER TO PLAN FOR RECEPTICAL TYPE AND HEIGHT ABOVE COMFORT HEIGHT COUNTER TOPS. REFER TO CABINET DRAWINGS, NOT INCLUDED IN THIS SET FOR CONFIRMATION. 4. SEE MANUFACTURER SPECIFICATIONS FOR TANKLESS WATER HEATER POWER REQUIREMENTS. 5. SEE KITCHEN DRAWINGS FOR ELECTRICAL REQUIREMENTS FOR KITCHEN. MAY VARY FROM ARCHITECTURAL DWGS. 6. INTERIOR 4" RECESSEED LIGHTING ON FIRST LEVEL TO BE DIMMABLE, LED W/ A WARM COLOR INDEX. 7. IMPORTANT: ALL SWITCHES TO BE MOUNTED AT 36" AFF. UNLESS ABOVE A COUNTER OR OTHERWISE NOTED. 8. ALL LOW VOLTAGE TRANSFORMERS ARE TO BE HIDDEN IN SOFFITS OR ADJACENT SPACES, NOT TO BE A PART OF THE FIXTURE HOUSING. CONSULT W/ ARCHITECT FOR TRANSFORMER PLACEMENT. 9. 6" EXTERIOR RECESSED EAVE CANS TO BE COMPACT FLOURESCENT FIXTURES. 4" EAVE LIGHTS TO BE LED. 10. MOUNT ALL VANITY LIGHTS ABOVE MIRRORS THAT ARE CALLED FOR AT 7'-0" AFF. NORTH 2 A 400 qp / rn I / T I K�2 � ED\ �01� t� 1 \ � 42" AFF GFI A 400 ' \ T I I I I I I , 1 ' I \ A 401 (6 / � r / / I I i t \ \e"I � r 0 2' 4' 8' SCALE: 1/4" = V-0" - 6666 2 A 300 NOTE: ELECTRICIAN TO CHECK EXISTING CONDITIONS TO DETERMINE WHETHER ELECTRIC ALIGNS W/ NEW LAYOUT Cl i� I I ` 0 2ND FLOOR Ow 'WITCH SD) THIRD FLOOR ELECTRICAL PLAN 300) 1/4" = V-0" S I / I I I , I , I , Oy I I I I \` 0/ 6T 66- \t6"I o\\� \ I \ \ 6" 1 ` \ 42" AFF GF t I , I \b r I I / / / i �I F I \ 1 � 1 � I \ I t I 42" AFF GF � � , 42" AFF GF Y o EXISTING SKYLIGHT ELECTRICAL SYMBOLS V DATA / 42" AFF SWITCH DUPLEX OUTLET 42"AFF GFI QUAD TELEVISIO afi DUPLEX GROUND FAULT (SD) PL PNL BOX CEILING MOUNTED CARBON MONOXIDE DETECTOR CEILING MOUNTED SMOKE DETECTOR PENDANT 2 DIAMETER RECESSED PUCK LIGHT WALL MOUNTED LIGHT, SCONCE OR OVERHEAD 6" RECESSED CAN LIGHT, LED, HALOGEN OR FLUORESCENT 4" RECESSED CAN LIGHT, LED, HALOGEN OR FLUORESCENT SURFACE MOUNTED LIGHT, LED, HALOGEN OR FLUORESCENT WALL WASHER, LED OR HALOGEN 4'X 2' CEILING MOUNTED FLUORESCENT FIXTURE HARDWIRED LED ROPE LIGHT CEILING FAN, NO LIGHT WALL MOUNTED POOL CONTROLS PANEL BOX NATURAL GAS VALVE HVAC SUPPLY GRILLE HVAC RETURN MARK MACCC ARCHITECT FORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904. 249 -ARCH (2724) www.MaccoArchitects.com M O w• .R•,0. 'A' MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE THIRD FLOOR RCP - ELECTRICAL Project Number Date JAN 2ND, 2018 Drawn By Author Checked By Checker 202 scale 1/411 = 1 1-011 h DUPLEX OUTLET 42" 42" AFF DUPLEX OUTLET 42" AFF, GROUND 42"AFF GFI FAULT INTERRUPTION FLOOR OUTLET 0 CEILING MOUNTED FAN NO (SD) PL PNL BOX CEILING MOUNTED CARBON MONOXIDE DETECTOR CEILING MOUNTED SMOKE DETECTOR PENDANT 2 DIAMETER RECESSED PUCK LIGHT WALL MOUNTED LIGHT, SCONCE OR OVERHEAD 6" RECESSED CAN LIGHT, LED, HALOGEN OR FLUORESCENT 4" RECESSED CAN LIGHT, LED, HALOGEN OR FLUORESCENT SURFACE MOUNTED LIGHT, LED, HALOGEN OR FLUORESCENT WALL WASHER, LED OR HALOGEN 4'X 2' CEILING MOUNTED FLUORESCENT FIXTURE HARDWIRED LED ROPE LIGHT CEILING FAN, NO LIGHT WALL MOUNTED POOL CONTROLS PANEL BOX NATURAL GAS VALVE HVAC SUPPLY GRILLE HVAC RETURN MARK MACCC ARCHITECT FORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904. 249 -ARCH (2724) www.MaccoArchitects.com M O w• .R•,0. 'A' MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date HAKIM RESIDENCE THIRD FLOOR RCP - ELECTRICAL Project Number Date JAN 2ND, 2018 Drawn By Author Checked By Checker 202 scale 1/411 = 1 1-011 h DE', GN CODE: _ - - - - _ - - _ - - - - 2017 FLORIDA BUILDING CODE (RESIDENTIAL) DE',IGN LOADS: _----------- ACTUAL AND UNIFORM RO()F LOADING: (cd=1.25) TOP CHORD LIVE LOAD ------------------ 20 psf TOP CHORD DEAD LOAD ----------------- 20 psf (TILE) BOTTOM CHORD LIVE LOAD - - - - - - - - - - - - - - - - 10 psf BOTTOM CHORD DEAD LOAD - - - - - - - - - - - - - - - - 5 psf FLOOR LOADING: (cd=1.00) LIVE LOAD (INTERIOR) - - - - - - - - - - - - - - - - - - - 40 psf LIVE LOAD (BALCONIES) ------------------40 psf DEAD LOAD ------------------------ 25 psf DEFLECTION CRITERIA: TRIBUTARY AREA (sf) ROOF FRAMING: LIVE LOAD L/360 TOTAL LOAD L/240 EDGE STRIP (PSF): FLOOR FRAMING: LIVE LOAD L/480 & TOTAL LOAD L/360 & 0.75" MAX WIND LOADING: (ASCE 7/10) +30.2 -32.9 BASIC WIND SPEED --------------------- 130 MPH IMPORTANCE FACTOR ------------------_ 1.00 MEAN ROOF HEIGHT ----------_ _----- 28.0 FT ROOF PITCH ------------------------ 6/12 BUILDING CATEGORY-------------------- II EXPOSURE CATEGORY _------------------- D ENCLOSURE CLASSIFICATION _-----------_ ENCLOSED INTERNAL PRESSURE COEFFICIENT - - - - - - - - - - - - - f ,18 COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PSF): ZONE (PSF) a' = 4'Lj -6" 10 +30.2 -32.9 +30.2 -40.5 50 +27.1 -29.6 +27.1 -34.2 100 +25.7 -28.2 +25.7 -31.2 GARAGE DOOR PRESSURES (PSF) 1 CAR FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE USING GARAGE +30.2 DOOR REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS (8'x7') -32.9 2 CAR SHALL BE 48 BAR DIAMETERS GARAGE +27.1 DOOR GEOTECHNICAL ENGINEER TO MAINTAIN DESIGN BEARING PRESSURE. (16'x7') -29.6 • COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. • LINEAR INTERPOLATION IS PERMISSIBLE. • PLUS = PRESSURE AND MINUS = SUCTION. • THE DISTANCE 'a' FROM OUTSIDE CORNERS OF BUILDING SHALL BE DESIGNED FOR EDGE STRIP PRESSURES. • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. GENERAL NOTES: THESE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, MEANS AND METHODS, BRACING, SHORING, FORMS, SCAFFOLDING, GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER OR STRUCTURAL OBSERVERS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. TYPICAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. ALL WORK, MATERIALS AND CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES, REGULATIONS AND SAFETY REQMT'S. FOR CLARITY, ALL OPENINGS MAY NOT BE SHOWN ON DRAWINGS. SEE ALSO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PLANS. ALL OPENINGS AND PENETRATIONS SHALL BE LOCATED AND VERIFIED BY ALL TRADES FROM DRAWINGS MADE BY THEM. CONTRACTOR SHALL NOT PROCEED WITH ANY WORK SHOWN ON DRAWINGS IF IN CONFLICT UNTIL RECEIVING CLARIFICATION FROM ARCHITECT. FOR FRAMING AT OPENINGS, SEE TYPICAL STRUCTURAL DETAILS, WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION OR PLAN NOTE IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL SIMILAR OR LIKE CONDITIONS UNLESS OTHERWISE NOTED. CONTRACT DOCUMENT', INCLUDE, BUT ARE NOT LIMITED TO, THE STRUCTURAL DOCUMENTS (DRAWINGS AND SPECIFICATIONS), BUT DO NOT INCLUDE SHOP DRAWINGS, VENDOR DRAWINGS, OR MATERIAL PREPARED AND SUBMITTED BY THE CONTRACTOR. CONTRACT DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE CODE OF PRACTICE OR SPECIFICATIONS OF ACI, PCI, AISC, SJI OR OTHER STANDARDS. WHERE A CONFLICT OCCURS WITHIN THE CONTRACT DOCUMENTS, THE STRICTEST REQUIREMENT SHALL GOVERN. MATERIAL, WORKMANSHIP, AND DESIGN SHALL CONFORM TO THE REFERENCED BUILDING CODE. r AND NOTIFY . TOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITION.. AN _ NO THE GENERAL CONTRA, ARCHITECT OF ANY DI`✓CREPANCIES PRIOR TO PROCEEDING WITH WORK. FOR DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS, SEE ARCHITECTURAL DRAWINGS. DO NOT SCALE FOR DIMENSIONS NOT SHOWN ON DRAWINGS. SEND WRITTEN REQUEST FOR INFORMATION TO THE ARCHITECT FOR DIMENSIONS NOT PROVIDED. ALL DIMENSIONS AND ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS. RESOLVE ALL DISCREPANCIES WITH ARCHITECT PRIOR TO START OF CONSTRUCTION. DO NOT SCALE DRAWINGS COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DOCUMENTS. ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION. CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA SAFETY REGULATIONS FOR ITS EMPLOYEES. NO STRUCTURAL CHANGE FROM THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE IN THE FIELD UNLESS WRITTEN APPROVAL IS OBTAINED PRIOR TO MAKING SUCH CHANGE. CHANGES WITHOUT THE WRITTEN APPROVAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONDITION SHALL BE REPAIRED OR REPLACED AS DIRECTED. THE MECHANICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF THE REQUIRED INSERTS WITH THE GENERAL CONTRACTOR. REFER TO MECHANICAL DRAWINGS FOR SUPPORT STRUCTURES AND INSERTS. THE MECHANICAL CONTRACTOR SHALL FURNISH ALL NECESSARY STRUCTURES FOR MECHANICAL EQUIPMENT, HANGING DEVICES AND INSERTS FOR INSTALLATION OF MECHANICAL EQUIPMENT. FOR ELEVATORS ASSOCIATED WITH THIS PROJECT, EDGE OF SLAB OPENINGS AT PIT, FOUNDATION, FLOOR FRAMING AND ROOF FRAMING HAVE BEEN COORDINATED FOR DIMENSIONS, SLAB EDGE SUPPORTS, HOIST BEAM SUPPORTS AND RAIL SUPPORTS BASED ON ELEVATOR CUT SHEETS PROVIDED DURING THE DESIGN PHASE FOR THIS PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE ELEVATOR MANUFACTURER FOR THE ELEVATOR(S) TO BE INSTALLED ON THE PROJECT AND SHALL ADJUST SLAB OPENING DIMENSIONS, PROVIDE MISCELLANEOUS FRAMING AS REQUIRED FOR SLAB OPENING ADJUSTMENTS, SLAB EDGE SUPPORTS, RAIL SUPPORTS AND HOIST BEAM SUPPORTS, AS REQUIRED. CONTRACTOR SHALL COORDINATE WITH ARCHITECT FOR ALL REQUIRED ADJUSTMENTS AS NOTED AND SHALL BE RESPONSIBLE FOR COSTS ASSOCIATED WITH ANY REQUIRED ADJUSTMENTS NOTED ABOVE FOR INSTALLATION OF ELEVATOR(S) AT NO ADDITIONAL COST TO OWNER. GUARDRAILS AND HANDRAILS: SHALL BE DESIGNED PER 2006 INTERNATIONAL RESIDENTIAL CODE, TABLE R301.5. COMPLIANCE WITH THESE REQUIREMENTS I THE RESPONSIBILITY OF THE RAILING MANUFACTURER. FOUNDATIONS: SOIL BEARING (DEIGN MAXIMUM): 2500 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIO S SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLAN . DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. IF FOOTI JG SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT THE STRUCTURAL ENGINEER. UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE USING SUPPORT BARS AND CHAIRS. IN ALL CONTINUOUS FOOTINGS PROVIDE #4 @ 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS WHERE NEEDED TO WHERE FILL IS REQUIRED, IT SHALL BE PLACED IN ACCORDANCE WITH INSTRUCTIONS OF THE PROJECT GEOTECHNICAL ENGINEER TO MAINTAIN DESIGN BEARING PRESSURE. TO ASTM C 33. UNLESS SPECIFICALLY NOTED AS "CANTILEVERED" ON PLAN OR DETAI S, WALLS RETAINING EARTH MUST BE SHORED CONTINUALLY PRIOR TO COMPLETION OF STRUCTURAL SLABS ON GRADES AND/OR ELEVATED SLABS HAVE BEEN PLACED. THE CONTRACTOR SHALL BE RESPONSIBL FOR PROVIDING THE DESIGN, ADEQUACY, SAFETY, AND STABILITY OF TEMPORARY ERECTION BRACING AND SHORING. BACKFILL AGAINST WALLS SHALL BE DEPOSITED EVENLY IN 8" TO 12" LIFTS AGAINST BOTH SIDES OF WALL UNTIL THE LOWER FINAL GRADE IS REACHED. CONTRACTOR SHA L PROVIDE ADEQUATE BRACING OR SHORING FOR ALL WORK DURING THE CONSTRUCTION PERIOD. BACKFILL SHALL NOT BE PLACED AGAINST WALLS UNTIL THE WALLS HAVE ACHIEVED 75% OF SPECIFIED DESIGN STRENGTH. FAHRENHEIT AT POINT OF FOOTINGS SHALL BE CENTERED ABOUT COLUMN LINES UNLESS NOTED OTHERWISE. TOP OF FOOTING ELEVATIONS PROVIDED ON DRAWINGS ARE FOR PURPOSES OF CONTRACT & SHALL BE ADJUSTED, AS REQUIRED, AT TIME OF EXCAVATION TO BEAR ON PROPERLY PREPARED SUPPORT SUBGRADE (PER GEOTECHNICAL REPORT RECOMMENDATIONS OR FIELD DIRECTIVES OF GEOTECHNICAL ENGINEER ON SITE) OR TO ADJUST FOOTING ELEVATIONS TO AVOID INFLUENCE BETWEEN FOUNDATIONS & BURIED PLUMBING. SEE TYPICAL FOOTING -TRENCH INFLUENCE DETAIL FOR SIMILAR REQUIREMENTS FOR INFLUENCE BETWEEN FOUNDATIONS & BURIED PLUMBING. DO NOT EMBED PIPING WITHIN OR PASS PIPING VERTICALLY OR HORIZONTALLY THROUGH ISOLATED FOOTINGS. NOTED IN THIS NOTE, AS WHERE THE GEOTECHNICAL ENGINEER FINDS AN UNSTABLE CONDITION IS BEING CREATED, EITHER BY CUTTING OR FILLING, THE WORK SHALL NOT PROCEED IN THAT AREA UNTIL AN INVESTIGATION HAS BEEN MADE AND THE GRADING PLAN REVISED. FILL TO BE COMPArTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557. PLACE FILL IN LAYERS OF 8" THICK MAXIMUM & UNDER THE DIRECT SUPERVISION OF THE GEOTECHNICAL ENGINEER. FILL TO BE TESTED TO VERIFY COMPACTION AS REQUIRED BY THE GEOTECHNICAL ENGINEER. TESTS FOR DEGREE OF COMPACTION SHALL BE DETERMINED BY THE ASTM D-1556 OR ASTM D-2922 TEST METHODS, OBSERVATION AND FIELD TESTS SHALL BE CARRIED ON DURING FILL AND BACKFILL PLACEMENT BY THE GEOTECHNICAL ENGINEER TO ASSIST THE CONTRACTOR IN OBTAINING THE REQUIRED DEGREE OF COMPACTION. IF LESS THAN 95 (U.O.N. IN SOILS REPORT) PERCENT IS INDICATED, ADDITIONAL COMPACTION EFFORT SHALL BE MADE WITH ADJUSTMENT )F THE MOISTURE CONTENT AS REQUIRED COMPACTION IS OBTAINED. CAST -IN-PLACE CONCRETE: TO BE MIXED AND PLACED IN ACCORDANCE WITH ACI 301, ACI 506 & 506.2. ALL REINFORCED CONCRETE TO HAV-__ 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: ALL STRUCTURAL E _EMENTS f'c = 4000 PSI UNLESS NOTED OTHERWISE. -COLUMNS & NALLS: f'c = 4,000 PSI INTO THE SLABS AT A DEPTH OF -BEAMS & EL VATED SLAB: f'c = 4,000 PSI THE CONCRETE. MAXIMUM -FOUNDATION`: f'c = 3,000 PSI SHALL BE 12'-0" (MAX.) IN • SLAB ON GRADE: f'c = 3,000 PSI SUCH THAT THE AREA ALL CONCRETE MIX DESIGN SUBMITTALS SHALL INCLUDE A WRITTEN DESCRIPTION INDICATING WHERE EACH PARTICULAR MIX IS TO BE PLACED WITHIN THE STRUCTURE. WHERE NEEDED TO UNLESS NOTED OTHERWISE, NORMAL WEIGHT CONCRETE (145 PCF) SHALL BE USED WITH 3/4" MAX. (ELEVATED) OR 1" MAX. (SLAB -ON -GRADE) COARSE AGGREGATE CONFORMING TO ASTM C 33. PROTECT FRESHLY POURED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD AND HOT TEMPERATURES. START CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM THE CONCRETE SURFACE AFTER PLACING AND FINISHING. ALL CURING PROCEDURES TIC FOLLOW ACI 308. PROTECT CONCRETE FROM DAMAGE AND REDUCED STRENGTH CAUSED BY FROST, FREEZING ACTIONS AND LOW TEMPERATURES IN COMPLIANCE WITH ACI 306. AND ENCASED OR PROTECT EC CONCRETE FROM DAMAGE AND REDUCED STRENGTH CAUSED BY HIGH TEMPERATURES IN COMPLIANCE WITH ACI 305. UNIFORMLY COOL WATER AND AGGREGATES BEFORE MIXING TO OBTAIN A CONCRETE MIXTURE TEMPERATURE OF NOT GREATER THAN 90 DEGREES FAHRENHEIT AT POINT OF PLACEMENT. ROUND COLUMN BASE PLATES WHERE NEW CONCRETE IS TO BE POURED ONTO EXISTING CONCRETE, ROUGHEN AND CLEAN SURFACE OF THE ADJOINING AREA AND COAT WITH SIKADUR 32 HI -MOD OR AN AP ROVED BONDING AGENT. NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE. SEE ARCHITECTURAL, ELECTRICAL, MECHANICAL, FIRE PROTECTION AND PLUMBING DRAWINGS FOR DRIPS, CHAMFERS, REGLETS, SLOTS, SLEEVES, RUSTICATIONS, INSERTS ANCHORS AND OTHER EMBEDDED ITEMS NOT NOTED ON STRUCTURAL DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING & PLACING ALL EMBEDDED ITEMS SHOWN ON DRAWINGS & ADDITIONAL ITEMS NOTED IN THIS NOTE, AS REQUIRED BY OTHER TRADES. S/CAVITIES ARE TO BE GROUTED, & WHERE OTHERWISE NOTED. ALL OPENINGS REQUIRED BY OTHER TRADES ARE TO BE COORDINATED W/ARCH. & MECH. DWGS., AND ARE SUBJECT TO STRUCTURAL ENGINEERING APPROVAL. ALL OPENINGS IN CONCRETE SLABS SHALL BE LOCATED, SIZED AND REINFORCED (WITH THE EXCEPTION OF SMALL OPENINGS AND/OR SLEEVES OF A SIZE THAT WILL NOT DISPLACE OR INTERRUPT THE CONTINUITY OF THE REINFORCING) AS SHOWN ON RESPECTIVE FLOOR PLANS AND DETAILS. ALL OPENINGS IN SLAB LESS THAN 10" SHALL BE COORDINATED WITH ARCHITECTURAL & MEP DRAWINGS AND ARE SUBJECT TO S IRUCTURAL ENGINEER'S APPROVAL. ANY ALTERATIO JS REQUIRE APPROVAL OF THE STRUCTURAL ENGINEER. (SEE TYPICAL SLAB OPENING DETAIL). DEFECTIVE AREA IN CONCRETE INCLUDING, BUT NOT LIMITED TO, HONEY -COMBING, SPALLS, AND CRACKS WITH WIDTHS EXCEEDING 0.01 INCH SHALL BE REPAIRED. EXTENT OF DEFECTIVE AREA TO BE DETERMINED BY THE STRUCTURAL ENGINEER. CONCRETE SLABS ON GRADE: SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RET RIDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVE CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. C.J. DENOTES CONCRETE SLAB "CONTROL JOINT" WHICH SHALL BE CUT INTO THE SLABS AT A DEPTH OF TIMES THE THICKNESS OF THE SLAB WITHIN 12 HOURS OF PLACING THE CONCRETE. MAXIMUM SPACING OF INTERIOR SLAB CONTROL JOINTS, UNLESS NOTED OTHERWISE, SHALL BE 12'-0" (MAX.) IN EACH DIRECTION. CONSTRUCTION OF CONTROL JOINTS SHALL BE LOCATED SUCH THAT THE AREA CONTAINED IS 600 SQUARE FEET MAX., WITH A MAXIMUM RATIO OF LONG TO SHORT SIDE OF 2 TO 1.. SLAB CONSTRUCTION JOINTS SHALL BE USED IN PLACE OF CONTROL JOINTS WHERE NEEDED TO INTERRUPT A CONTINUOUS POUR. SLAB CONSTRUCTION JOINTS SHALL BE KEYED. PLACEMENT OF WELDED WIRE REINFORCEMENT IN SLAB, WHERE SPECIFIED, SHALL BE AT CONSISTENT DEPTH OF 1"-2" FROM T/SLAB. WELDED WIRE REINFORCEMENT SHALL BE PROPERLY CHAIRED ABOVE GRADE. OVERLAP EACH REINFORCING SHEET TWO FULL PANELS AND TIE' CROSS WIRES ON EACH SIDE. WELDED WIRE REINFORCEMENT SHALL BE SUPPLIED IN FLAT SHEETS. TO THE NEXT WYTHE WITH TYPICAL JOINT REINFORCING (NEW CONSTRUCTION FOR BOTH REFER TO ARCHITECTURAL/MECHANICAL FOR SLAB FINISHES, SLAB DEPRESSIONS, THICKENED SLABS (IN ADDITION TO THICKENED SLABS NOTED ON STRUCTURAL DRAWINGS), ELEVATIONS, AND ENCASED OR EMBEDDED ITEMS. ESCRIBED IN THE GENERAL NOTES. PLUMBING AND ELECTRICAL CONDUITS SHALL BE PLACED BELOW THE SLAB AND NOT WITHIN THE SLAB. VERTICAL PENETRATIONS ARE ALLOWED. CONTINUOUS BEAM OR BOND BEAMS AT THE PROPER ELEVATION, COLUMN BOX -OUTS SHALL BE USED TO ISOLATE AN ADEQUATE AREA ROUND COLUMN BASE PLATES TO PROVIDE FOR COLUMN PLACEMENT AND LEVELING. BOX -OUTS ARE TO BE CLEAN AND FREE OF DEBRIS TO TOP OF FOOTING PRIOR TO FILLING WITH CONCRETE. COLUMN BOX -OUTS ARE NOT REQUIRED IF STEEL COLUMNS ARE PLUMB AND FULLY GROUTED PRIOR TO PLACEMENT OF SLAB.: CONCRETE RE1141 ORCING REINFORCING SICEL AND ACCESSORIES SHALL BE DETAILED IN ACCORDANCE WITH ACI 315-99 (MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES) AND CRSI MSP2-01 (MANUAL OF EIANDARD PRACTICE). (IBC 2009: CRSI MANUAL OF STANDARD PRACTICE, 28TH EDITION) REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60 (UNLESS NOTED OTHERWISE). UNLESS NOTED OTHERWISE, CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: 1. CONCRETE CAST AGAINST EARTH ----------------- 3" 2. FORMED CO CRETE EXPOSED TO EARTH OR WEATHER - - - - 2" 3. WALLS --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3/4„ 4. COLUMNS/BEAMS --------------------------- 1 1/2" SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE REINFORCING BAR SIZES AND PLACEMENT. WRITTEN DESC IPTION OF REINFORCEMENT WITHOUT ADEQUATE SECTIONS, ELEVATIONS AND DETAILS IS NOT ACCEPTABLE. ALL WELDED REINFORCING STEEL SHALL CONFORM TO ASTM A-706, GRADE 60, AND BE USED ONLY WITH PRIOR PRMISSION FROM THE STRUCTURAL ENGINEER. ALL TENSION PLICES, INCLUDING SPLICES FROM BARS LABELED CONTINUOUS, SHALL CONFORM TO ACI 318-05. SPLI ES SHALL BE CLASS B IN ACCORDANCE WITH ACI 318, UNLESS NOTED OTHERWISE. REINFORCEMEN SHALL BE SPLICED ONLY AT LOCATIONS SHOWN OR NOTED IN THE STRUCTURAL DOCUMENTS, EXCEPT REINFORCEMENT MARKED "CONTINUOUS" CAN BE SPLICED AT LOCATIONS DETERMINED BY CONTRACTOR. SPLICES AT OTHER LOCATIONS SHALL BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. (FBC 2010: ACI 318-08) WELDED WIRE RFINFORCEMENT SHALL CONFORM TO ASTM A-185 AND BE LAPPED TWO FULL PANELS, TIED ON EACH !-IDE AND SHALL BE SUPPLIED IN FLAT SHEETS. LONGITUDINAL REINFORCING BARS IN FOOTINGS SHALL BE PLACED CONTINUOUS AT CORNERS AND INTERSECTIONS. FOR EVERY VER IICAL OR HORIZONTAL BAR DISCONTINUED BY AN OPENING, ONE BAR (MIN. OF 2 BARS) SHALL BE ADDED @ SIDE OF OPENING (HALF TO EACH SIDE - TYPICAL). PROVIDE CORNER BARS AT ALL CONTINUOUS REINFORCING BARS AT ALL MEMBERS (FOUNDATIONS, WALLS, SLABS, REAMS AND OTHER MEMBERS). PROVIDE DOWEL"`; FROM FOUNDATIONS, THE SAME SIZE AND NUMBER AS THE VERTICAL WALL OR COLUMN REINFORCING, NLESS NOTED OTHERWISE. ALL DOWELS NI) TERMINATING BARS SHALL HAVE A STANDARD 90 DEGREE HOOK. ALL HORIZONT I REINFORCING SHALL BE CONTINUOUS THROUGH CONTROL AND/OR CONSTRUCTION JOINTS AND AROUND CORNERS. ALL MASONRY DESIGN AND CONSTRUCTION SHALL CONFORM TO ACI 530-05/ASCE 5-05/TMS 402-05 AND ACI 530.1-05/ASCE 6-05/TMS 602-05. CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI (f'm=1500 PSI). GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMU LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WA L HEIGHT EXCEEDS 5-0". CONCRETE MA ONRY UNITS SHALL BE NORMAL WEIGHT AND CONFORM TO ASTM C-90. LAY IN RUNNING BOND UNLESS NOTED OTHERWISE. F'M SHALL BE 1500 PSI (MIN. CMU COMPRESSIVE STRENGTH = 1900 PSI). COMPLET TEST REPORTS THAT DOCUMENT MINIMUM COMPRESSIVE STRENGTH SHALL BE SUBMITTED TO THE BUILDI G INSPECTOR. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 3000 psi PER ASTM C1019. GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8 PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORT R MAY BE USED IN BRICK VENEER. JOINT REINFORCING - TRUSS TYPE, 9 GAUGE SPACED VERTICALLY AT 16" UNLESS NOTED OTHERWISE RM AND CONFOI0 ASTM A-82. VERTICAL REIN ORCING IN CONCRETE MASONRY (AS REQUIRED) SHALL BE DOWELED INTO THE FOUNDATION EXTEND INTO THE HE BOND BEAM AT THE FLOOR OR ROOF. PROVIDE MIN. 4 X 4" OPENING AT U E3LOCK FOR VERTICAL BAR. PROVIDE REIN OPCING IN CONCRETE MASONRY GROUTED CELLS AT EACH SIDE OF OPENING, EQUAL TO THE REINFORCING DISPLACED. MINIMUM REINFORCING SHALL BE (1) TYPICAL REINFORCEMENT BAR AT EACH SIDE UN E`>S REINFORCED CONCRETE JAMB IS CALLED OUT. PROVIDE JOIN REINFORCING GAT 8 AT MASONRY BELOW GRADE, 2 ROWS AT 8 AT TOP AND BOTTOM OF OPENINGS, �EKTEND 24" EACH SIDE) AND 2 ROWS AT 8" AT BOND BEAMS. UNLESS NOTED OTHERWISE, W ERE MULTIPLE WYTHES OF CONCRETE MASONRY ARE CONSTRUCTED AND/OR WHERE ADDITIONAL W THES OF CONCRETE MASONRY ARE ADDED TO EXISTING WYTHES, EACH ADJACENT WYTHE SHALL BE TIE TO THE NEXT WYTHE WITH TYPICAL JOINT REINFORCING (NEW CONSTRUCTION FOR BOTH WYTHES) OR OST -INSTALLED TIES APPROVED BY ARCHITECT/ENGINEER (ADDITION TO EXISTING CONSTRUCTION) WITH SPACING/LOCATIONS MATCHING THE SPACING/LOCATIONS FOR TYPICAL JOINT REINFORCING ESCRIBED IN THE GENERAL NOTES. CONCRETE MA ONRY UNITS SHALL BE CUT BELOW CONCRETE BEAMS OR BOND BEAMS AS REQUIRED IN ORDER TO GE CONTINUOUS BEAM OR BOND BEAMS AT THE PROPER ELEVATION, ALL CELLS BE OW GRADE AND SLAB ON GRADE SHALL BE GROUTED. HORIZONTAL BEAMS, BOND BEAMS AND REINFORCING SHALL BE DISCONTINUOUS AT CONTROL JOINTS. 16" DEEP BOND BEAMS MAY BE CONSTRUCTED OF 8" U BLOCK BELOW AND 8" STANDARD BLOCK ABOVE WITH BREAK AWAY TOP PART OF WEB. SEE ARCHITEC URAL DRAWINGS FOR LAYING MASONRY AND LOCATION OF OPENINGS. ARCHITECT SHALL BE RESPONSIB E FOR THE DESIGN OF ALL FLASHING. FACE SHELLS F BED JOINTS SHALL BE FULLY MORTARED. WEBS SHALL BE FULLY MORTARED IN ALL COURSES OF FILASTERS, PIERS, COLUMNS, IN THE STARTING COURSE ON FOUNDATIONS WHERE ADJACENT CE S/CAVITIES ARE TO BE GROUTED, & WHERE OTHERWISE NOTED. ALL WOOD ME' BERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE TREATED. PT LUMBER INDICATED IN SECTIONS PRESERVED WITH SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF HOWEVER, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. r-Rr_- IVUIIVCG YYUUU IRUJJCJ: SHALL BEAR 1HE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100, CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHAL.L HAVE TEMPORARY BRACING PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. THE CONTRAC OR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY AND TIL ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AN THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. TIMBER FRAMED BEARING WALL NOTES- 1. OTES1. DOUBLE TOP PLATES AND SILL PLATES SHALL BE SYP#2. 2. PLATES IN CONTACT WITH CONCRETE OR CMU SHALL BE P. T. 3. STUD SIZE & GRADE PER STRUCTURAL PLANS. 4. MIN. OF SPF UTILITY GRADE FOR INTERIOR NON-BRG. TOP PL TES. 5. USE SPF#2 OR BETTER FOR ALL WALLS IN THESE PLANS, U.0 N. 6. SPACE STUDS AT 24" O.C. IN NON -LOAD BEARING WALLS. 7. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROO OR FLOOR BEARING ELEVATION, UNLESS NOTED OTHERWISE ON PAN. WOOD FRAMING SPECIFICATIONS: EACH PIECE OF STRUCTURAL LUMBER, SHEATHING AND TIMBER S ALL BE MARKED WITH THE GRADE BY SUCH COMPETENT AND RELIABLE ORGANIZATION WHOSE REGULAR BUSINESS IS TO ESTABLISH LUMBER GRADES. ALL LUMBER, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE, SHALL BE MILL SIZED AND SURFACED ON (4) SIDES. ALL SHALL BE STRAIGHT STOCK, FREE ROM WARP OR CUP, AND SINGLE LENGTH PIECES. SPLICES WILL NOT BE PERMITTED EXCEPTi WHERE SPECIFICALLY SO DETAILED OR AS DIRECTED BY THE ENGINEER. ROUGH HARDWARE, JOIST HANGERS, STRAPS, HOEDOWNS, ETC. HALL BE MANUFACTURED BY "SIMPSONS" COMPANY OR APPROVED EQUAL. THE MAXIMUM IZE AND NUMBER OF FASTENERS SPECIFIED BY THE MANUFACTURER SHALL BE USED U LESS NOTED OTHERWISE. BLOCKING AND FIRESTOPPING TO BE INSTALLED AS REQUIRED TO SUPPORT ALL ITEMS OF FINISH SUCH AS BULKHEADS AND BUCKS. PROVIDE FIREBLOCKING TO CUT OFF ALL CONCEALED DRAFT OPENINGS, BOTH VERTICAL AND HORIZONTAL, 3ETWEEN CEILING AND FLOOR AREAS (AS REQUIRED BY BUILDING OFFICAL AND ARCHITECT). BOLTS (IF APPLICABLE) SHALL BE INSTALLED IN HOLES BORED WITH A BIT 1/16" LARGER THAN THE DIAMETER OF THE BOLT. BOLTS AND NUTS SEATING 0� WOOD SHALL HAVE CUT STEEL WASHERS UNDER HEADS AND NUTS. NUTS SHALL BE PULL D TIGHT AND AGAIN CHECKED AND TIGHTENED JUST PRIOR TO ENCLOSING BOLTED MEMBERS. COUNTER BORE FOR BOLTED HEADS OR NUTS ONLY WHERE SO INDICATED ON THE DRAWINGS AND THEN TO SUFFICIENT DEPTH TO HOUSE THE BOLT HEAD OR NUT AND WA HER. CUT OFF EXCESSIVE BOLT PROJECTION WHERE NECESSARY. NICK THREADS TO PR J1 LOOSENING. COMMON NAILS SHOULD BE USED WHEN NAILING IS SPECIFIED ON THESE PLANS (U.O.N.), SUCH AS AT SHEARWALLS AND DIAPHRAGMS. ALL OTHER NAILING MAY BE OF THE "BOX OR SINKER" TYPE. ALL ROUGH CARPENTRY WILL PRODUCE JOINTS TRUE AND TIGHT AND WELL NAILED WITH MEMBERS ASSEMBLED IN ACCORDANCE WITH THE DRAWINGS AND LL PERTINENT BUILDING CODES. THE SHIMMING OF SILLS, JOISTS SHORT STUDS, TRIMMERS HEADERS OR OTHER FRAMING MEMBERS SHALL NOT BE PERMITTED. ALL WALLS AND PARTITIONS SHALL BE STRAIGHT, PLUMB AND ACCURATELY LOCATED. CAREFULLY SELECT ALL STRUCTURAL MEMBERS. INDIVIDUAL PIECES SHALL BE SELECTED SO THAT KNOTS AND OBVIOUS MINOR DEFECTS WILL NOT INTERFERE WITH THE PLACING OF BOLTS, OR PROPER NAILING OR THE MAKING OF SOUND CONNECTIONS. LUMBER MAY BE REJECTED BY THE ENGINEER FOR EXCESSIVE WARP, TWIST, BOW OR CROOK, MILDEW, FUNGUS OR MOLD AS WELL AS FOR IMPROPER GRADE MARKINGS, DEFECTS WHICH WILL RENDER A PIECE UNABLE TO SERVE ITS INTENDED FUNCTION SHALL BE DISCARDED. WHERE "LVL" MEMBERS ARE INDICATED ON THE PLANS AND SCHE ULES THEY SHALL BE MANUFACTURED BY TRUSS -JOIST MACMILLAN OR BE AN APPROVED EQUAL PRODUCT. MEMBERS SHOWN ON THE PLANS AND SCHEDULES ARE DETERMINED FROM MANUFACTURER SUPPLIED INFORMATION AND SHOULD BE REVIEWED FOR COMPLIANCE BY THE MANUFACTURER'S CIVIL OR STRUCTURAL ENGINEER. LOADING INFORMATION MAY BE PROVIDED UPON REQUEST. NOTCHES, HOLES OR CUTS SHOWN IN THE TYPICAL DETAILS ARE ALLOWED WITHOUT ADDITIONAL APPROVAL; ALL OTHER MEMBER MODIFICATIONS ARE TO BE APPROVED BY THE STRUCTURAL ENGINEER. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. PT LUMBER INDICATED IN SECTIONS PRESERVED WITH SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF HOWEVER, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA .:RESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. METAL CONNECTORS AND FASTEN RS ALL EXPOSED METAL STRAPS AND HANGERS SHALL BE GALVANIZED G185 (1.85 OZ/FT" 2) OR BETTER. HANGER AND STRAPS INTALLED OVER ACQ OR ACZE PRESSURE T EATED LUMBER SHALL BE STAINLESS STEEL. ALL EXPOSED WOOD FASTENERS S'IALL BE HOT DIPPED GALVANIZED TO MEET THE SPECIFICATIONS OF ASTM153 OR BETTER. FASTENERS INTALLED INTO ACQ OR ACZE PRESSURE TREATED LUMBER SHALL BE STAINLESS STEEL. SHEATHING SPECIFICATIONS: ROOF - MIN. 5/8", 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.120x3" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF] EDGE). WALL - MIN.7/e", 24/16, APA RATED OSB OR PLYWOOD SHEAT DING, FASTENED w/0.131x22 (8d COMMON) Q 6" O.C. EDGE AND 6" O.C. FIELD. SEE PLAN FOR INCREASED NAILING REQUIREMENTS AT SHEARWALLS FLOOR - 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 0.148x32" (10d COMMON) @ 6" O.C. EDGE & FIELD. PORCH CEILING - 3/e" (OR GREATER) OSB OR PLYWOOD, W/ 0.61x2j" (81D COMMON) NAILS © 6" O.C. EDGE AND FIELD Lou Ponti0o <tnd Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Christopher J SabOLIrin PE FL' PE#71461 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. DESIGN CRITERIA AND GENERAL NOTES DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME ADDITION DESIGN/10RAW N/CHECKED CS RD / LAP DATE 01.23.18 SCALE AS NOTED LI'A No. HAKI-18-00045 CONTROL No. SHEET S0.0 SHEET 1 OF 14 m m w N :D m Z I w LL � U 2 Q Qm Li U �D ~ Z 0o Q Q DESIGN CRITERIA AND GENERAL NOTES DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME ADDITION DESIGN/10RAW N/CHECKED CS RD / LAP DATE 01.23.18 SCALE AS NOTED LI'A No. HAKI-18-00045 CONTROL No. SHEET S0.0 SHEET 1 OF 14 keg I 4A SEE 8/S1.01. F2.5 51.01 F2 8 �-F2.5 S1.01 - -.- -- a ---- I 4A L J S1.01 4 IF2.5 F2.5 4 I� r a 4 I 10 a S 1.01 I -----a - ----- I �- J > I J - 4 3 I S1.01 I U alU 4 d 1 _ I� a s I Q 3 I< U 3 4 v1 S1.01 4 L - - a s1.01 a I o. FOOTING SCHEDULE AND NOTES BOTTOM BARS DEPTH WIDTH LENGTH TYPE 3-#5 EA. WA'! BOT. 1'-0" 2'-0" 2'-0" F2.0 3-#5 EA. WAY BOT. 1'-0" 2'-6" 2'-6" F2.5 3-#5 EA. WAY BOT. 1'-0" 3'-0" 3'-0" F3.0 4-#5 EA. WAY BOT. 1'-0" 3'-6" 3'-6" F3.5 4-#5 EA. WAY BOT. 1'-0" 4'-0" 4'-0" F4.0 4-#5 EA. WAY BOT. 1'-0" 4'-6" 4'-6" F4.5 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. 4. AT MONOLITHIC CONCRETE POURS, FOUNDATIONS ARE TO BE POURED INTEGRAL WITH THE SLAB. AT STEMWALL LOCATIONS, FOUNDATIONS ARE TO BE POURED INTEGRAL WITH CONTINUOUS CONCRETE FOOTING. SEE DETAIL AT LEFT INFORMATIOI`1 SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS -BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANC! -S THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIEL'> CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES N CESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CON`.TRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1 S1.01 EXISTING FOUNDATION: NO STRUCTURAL CHANGE IN HATCHED AREA UNLES! OTHERWISE NOTED. momrd - 1 � - I s1.o1 1 I S1.0 F3.0 F3. l,J n 5 S1.01 16x16 CMU PIER, SEE 5/S1.01. OUNDATION PLAN ALE: 1/4" = 1'-0" EXISTING FOUNDATION TO REMAIN. / DRILL 4" AND EPDXY / 1-#3x20" HORIZONTAL DOWEL BARS @ 24" O.C. (TYP) EXISTING / S / FOUNDATION M TO REMAIN. / I� I .0�a a g ID n J S1.01 Q L J �g = 3.0 413 51.01 S1.01 S1. 1 --i 16x16 MU PIER, SEE 51S1.01, D PROVIDE SAW CUTS PER 2/S1.01, BUILDER TO COORDINATE WITH FINISH FLOOR MATERIAL. 4" CONCRETE SLAB w/ FIBERMESH @ 1.5 LBS/CU.YI). OF CONCRETE OR 6x6 W1.4/W- 1.4 WWF ON 6MIL VAPOR BARRII R IN PREPARED GRADE. CONNECT NEW FOOTING TO EXISTING w/ 3-#5x30" DOWEL -BARS EPDXIED 6" MIN. 4" CONCRETE SLAB w/ FIBERMESH ® 1.5 LBS/CU.YD. OF CONCRETE OR 6x6 W1.4xW1.4 I WWF ON 6MIL VAPOR BARRIER >. IN PREPARED GRADE. J PROVIDE SAW CUTS PER 1 2/S1.01, BUILDER TO 51.01 COORDINATE WITH FINISH FLOOR MATERIAL. Lou Ponti3o a Associates, In I 420 Qsceola Aven lax. Bea'ch, Florida 3: "h.242-01'908 Fax. 24 FL: CA # 344 SC: CA; Ns 0 t ; S a OF yff" fl "fid n.. N, Christopher I S a b o u r FL PE#71461 FIELD ALTERATION CONTRACTOR SHALL CONTACT PONTIGO a ASSOCIATES PRIOR MAKING ANY STRUCTURAL FIE .MODIFICATIONS WHICH MAY VL FROM THE INTENT OF THE ORIGI CONSTRUCTION DOCUMENTS. A FIELD ALTERNATIONS MADE PRIO BEING APPROVED BY LOU PONTI( ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OF INSPECTION FEES. m #/ ISOLATED FOOTING, SEE/ w N :Dm I,. 'wx DETAIL 7/S1.01. w LL < U 2:< Q f m m U O 00 J J Q �- S1.01 EXISTINGo FOUNDATION TO REMAIN. I DRILL_ 4" AND EPDXY 1-#3x20" HORIZONTAL DOWEL BARS @ 24" O.C. (TYP)Al CONNECT NEW FOOTING TO EXISTING w/ 3-#5x30" ' DOWEL -BARS EPDXIED 6" MIN. 3x3x12"THICK L ° FOOTING w/ 3-#5 _ 4� EACH WAY. �a g I L �� S1.01 1 S1.01 a _ P I I NEW CONC4TE 4' 0" I PROVIDE SAW CUTS PER I F FOOTING, SEE 2/S1.01, BUILDER TO I ° °11 /S1.01 11 COORDINATE WITH FINISH I U) 51.01 4 FLOOR MATERIAL. I I I I a �I 4 I 4" CONCRETE SLAB w/ FIBERMESH @ 1.5 LBS/CU.YD. 4 OF CONCRETE OR 6x6 W1.4xW1.4 I - - - - - - - - - - - - j WWF ON 6MIL VAPOR BARRIER IN PREPARED GRADE. FOOTING SCHEDULE AND NOTES BOTTOM BARS DEPTH WIDTH LENGTH TYPE 3-#5 EA. WA'! BOT. 1'-0" 2'-0" 2'-0" F2.0 3-#5 EA. WAY BOT. 1'-0" 2'-6" 2'-6" F2.5 3-#5 EA. WAY BOT. 1'-0" 3'-0" 3'-0" F3.0 4-#5 EA. WAY BOT. 1'-0" 3'-6" 3'-6" F3.5 4-#5 EA. WAY BOT. 1'-0" 4'-0" 4'-0" F4.0 4-#5 EA. WAY BOT. 1'-0" 4'-6" 4'-6" F4.5 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. 4. AT MONOLITHIC CONCRETE POURS, FOUNDATIONS ARE TO BE POURED INTEGRAL WITH THE SLAB. AT STEMWALL LOCATIONS, FOUNDATIONS ARE TO BE POURED INTEGRAL WITH CONTINUOUS CONCRETE FOOTING. SEE DETAIL AT LEFT INFORMATIOI`1 SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS -BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANC! -S THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIEL'> CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES N CESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CON`.TRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1 S1.01 EXISTING FOUNDATION: NO STRUCTURAL CHANGE IN HATCHED AREA UNLES! OTHERWISE NOTED. momrd - 1 � - I s1.o1 1 I S1.0 F3.0 F3. l,J n 5 S1.01 16x16 CMU PIER, SEE 5/S1.01. OUNDATION PLAN ALE: 1/4" = 1'-0" EXISTING FOUNDATION TO REMAIN. / DRILL 4" AND EPDXY / 1-#3x20" HORIZONTAL DOWEL BARS @ 24" O.C. (TYP) EXISTING / S / FOUNDATION M TO REMAIN. / I� I .0�a a g ID n J S1.01 Q L J �g = 3.0 413 51.01 S1.01 S1. 1 --i 16x16 MU PIER, SEE 51S1.01, D PROVIDE SAW CUTS PER 2/S1.01, BUILDER TO COORDINATE WITH FINISH FLOOR MATERIAL. 4" CONCRETE SLAB w/ FIBERMESH @ 1.5 LBS/CU.YI). OF CONCRETE OR 6x6 W1.4/W- 1.4 WWF ON 6MIL VAPOR BARRII R IN PREPARED GRADE. CONNECT NEW FOOTING TO EXISTING w/ 3-#5x30" DOWEL -BARS EPDXIED 6" MIN. 4" CONCRETE SLAB w/ FIBERMESH ® 1.5 LBS/CU.YD. OF CONCRETE OR 6x6 W1.4xW1.4 I WWF ON 6MIL VAPOR BARRIER >. IN PREPARED GRADE. J PROVIDE SAW CUTS PER 1 2/S1.01, BUILDER TO 51.01 COORDINATE WITH FINISH FLOOR MATERIAL. Lou Ponti3o a Associates, In I 420 Qsceola Aven lax. Bea'ch, Florida 3: "h.242-01'908 Fax. 24 FL: CA # 344 SC: CA; Ns 0 t ; S a OF yff" fl "fid n.. N, Christopher I S a b o u r FL PE#71461 FIELD ALTERATION CONTRACTOR SHALL CONTACT PONTIGO a ASSOCIATES PRIOR MAKING ANY STRUCTURAL FIE .MODIFICATIONS WHICH MAY VL FROM THE INTENT OF THE ORIGI CONSTRUCTION DOCUMENTS. A FIELD ALTERNATIONS MADE PRIO BEING APPROVED BY LOU PONTI( ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OF INSPECTION FEES. FOUNDATION PLAN DO NOT SC LE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME ADDITION DESIGN/DRAW N/CHECKED CS / RD / LAP DATE 01.23.18 SCALE AS NOTED LPA No. HAKI-18-00045 CONTROL No. SHEET S1.0 SHEET 2 of 14 m m w N :Dm Z I w LL < U 2:< Q m m U Z 00 J Q FOUNDATION PLAN DO NOT SC LE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME ADDITION DESIGN/DRAW N/CHECKED CS / RD / LAP DATE 01.23.18 SCALE AS NOTED LPA No. HAKI-18-00045 CONTROL No. SHEET S1.0 SHEET 2 of 14 AT WALLS GREATER THEN CMU 4'-0" HIGH, NOTIFY E.O.R. COURSES FOR TEMPORARY BRACING 1 TO 6 LAYOUT PLAN. 7 TO 10 #4 VERT. @ 24"O.C. STEM WALLS OVER (6) COURSES TO z #5 VERTICAL WALL REINF. BETWEEN EVERY OTHER / LLJ J REINFORCING. SEE PLAN. i Q - \ � I I M SLAB ON GRADE, ° SEE PLAN. MATCH DOOR GARAGE FLOATIN � SLAB / / WIDTH, SEE ARCH . � 3/4 " \ GRADE OR CONC, VERTICAL STEMWALL REINFORCING RECESS I \ (SEE SCHEDULE SLAB, SEE PLAN. ) w/ 6 HOOK INTO SLAB ON FOOTING. MATCH #5 VERTICAL \� �\,Z/. ,�\'' WALL REINFORCING LOCATIONS OR s BEND / " EXISTING EXTERIOR WALL GRADE, AND FOOTI G TO REMAIN. N � SEE PLAN. 4 STEMWALL SCHEDULE CMU COURSES REINFORCING 1 TO 6 #4 VERT. © 48"0. C. 7 TO 10 #4 VERT. @ 24"O.C. STEM WALLS OVER (6) COURSES TO HAVE TRUSS TYPE HORIZ. JOINT REINF. BETWEEN EVERY OTHER COURSE. FILL CELLS SOLID. \\ \ \ INTO SLAB w/ 12 HOOK. a DEEP SAWCUT w/ PAVING ELASTOMERIC SEALANT ° SLAB ON GRACE, BY BUILDER SEE PLAN PROVIDE EX ANSION JOINT 12 \l. MATERIAL IN GAP BETWEEN I��I 1#5 CONT. E J DETAIL: B NEW AND EXI TING FOOTING. / /° MATERIAL CONT. CONCRETE FOOTING I °d \� \\�\\ 12"x24" NOTES: SLAB ON 1 1 #5 CONT. 4 ° ° SLAB ON w/(3)#4 CONT. 1) PROVIDE SAWCUTS TO CREATE SEE PLAN /! GRADE, LAN.�o \\r _" SEE PLAN. APPROXIMATE 12 X 12 MAX. SQ. � /\\ 8 , � �\ � 2) SAWCUT CONC. SLAB WITHIN 4 TO 12 HOURS OF CONC. \ \\ 8 \\/ j\ THICKENED EDGE_/j 8.. PLACEMENT. THICKENED EDG r\\\ w — 1 STEMWALL FOOTING w/ 1-# CONT. . , \ DE SAWCUT DETAILr_T�TAIL. A S1.01 SCALE: 3/4" = 1'-0" ' THICK NED SLAB @ EXISTING FOUNDATION S1.01 SCALE.- 3/ " - V-0" 4 THICKENED SLAB EDGE 16" �01 SCALE: 3/4" = 1'-0" co °� #2 CLOSED TIES AT EACH COURSE (8" O.C. VERTICALLY) SQUARE CMU 8" CMU WALL w/ #5 VER . PILASTER w/ STD. 90° HOOK INTO OOTING ALIGNED w/ WALL REINFO CEMENT BUILT OF 16x16 BLOCK 16"x16" w/ 4—#5 ABOVE. SEE PLAN OR SC EDULE FOR SPACING SEE PLAN I MASONRY PIER STEP, SEE - POST, SEE PLAN. ARCH PLAN. - — _ #3x20" LONG DOWEL B RS EPDXIED 4" INTO EXIST] G NEW POST 4—#5 DOWEL BARS #3x%0" LONG DOWEL BARS w SLAB ©24 SEE PLAN, FASTEN SEE DETAIL 4/S1.01 FOR EMBEDDED 9" INTO EP'�XIED 4" INTO EXISTING -� _ ' 0 C BASE OF POST w/ HTT5 & 5/" o THICKENED SLAB NOTES. I ° 8 3—#4 HOOKED i FOOTING. SEE DOWEL BAR � I SLAB @ 24" O.C. O_ THREADED EPDXIED 6" MIN 14 „ DETAIL TO RIGHT. VERTICALS 8 O.C. I I I Q = o I EXISTING g" #3x12" LONG DOWEL BARS EPDXIED EXISTING = SLAB EXISTING SLAB ON SLAB 4 INTO EXISTING SLAB GRADE, CONCRETE FOOTING -1 �� #2 CLOSED TIES AT SLAB (3 EA FACE OF NEW FOOTING \ j\\\ SEE PLAN. �,l.E PLAN ' EACH COURSE (8" O.C. � �� $ a . � � } TOEX\ f T \,y iRTICALLY) ISTING SLAB) 474.. j as / a 10'# DOWEL w/ 3—#5 CONT , z '\j � c 3• HOOK ALIGN w/ #4 @ 40 o.c \ - LWE s"x24" 0, CENTERED ISOLATED FOOTINw/ VERT. REBAR 12" DEEP FOOTING. #5 D 3" SEE PLAN SEE SCHEDULE REINFORCING, kM _BAR DETAIL EDU MI LEN. ON SEE SCHEDULE. 5 CMU PILASTER 3 IN. S1.0 FOR SIZE �01 SCALE: 3/4" 6 MONO. FOOTING AT STEP-DOWN 7 NEW PAD FOOTING IN EXISTING SLAB = 1'-0" S1.01 SCALE: 3/4" g S1.01 SCALE: 3/4"=1'-0" NEW PAD FOOTING IN EXISTING SLAB S1.01 SCALE: 3/4"=1'-0" EXISTING STEMWALL DRILL 4" AND EPDXY 1—#3x20" FOOTING TO REMAIN. NEW BEARING HORIZONTAL DOWEL BARS @ WALL. 24" O.C. (TYP) DRILL 4" AND EPDXY 4)#4 EACH WAY 1—#3x20" HORIZONTAL DOWEL 4" CONCRETE SLAB w/ EXISTING BARS @ 24" O.C. (TYP) FIBERMESH @ 1.5 LBS/CU.YD, WALL WALL FRAMING OF CONCRETE OR 6x6 W1.4xW1.4 BRICK VENEER IS ACCEP TABLE WITHOUT WWF ON EMIL VAPOR BARRIER ° a � r - � EXISTING FOOTING INCREASE OF ° IN PREPARED GRADE. ° FOOTING SIZE. , N F� co +EXISTING STEP, SEE ° n SLAB ON ARCH. PLAN. 44 GRADE, a — a SLAB ON ° d EXISTING STEMWALL SEE PLAN. ° —47� GRADE, ° \\ \/ FOOTING TO REMAIN. —-- -----__� 4. / / SEE PLAN. 0 a /\� 4 . j \�\ (3 #4 EACH WAY a° \\ Vmoi\ EXISTING STEMWALL \ \ 3 / FOOTING TO REMAIN. Do r DRILL 4" AND EPDXY 1—x20" T"ES' 8"x16" 1—STORY, w/(2)#5 CONT. HORIZONTAL DOWEL BARS @ ARI 24" O.C. (TYP) OPTION: A @ BEARING STEPD WN 179 NEW SLAB TO EXISTING FOUNDATION 10 MONO. FOOTING AT STEP-DOWN S1.01 SCALE: 3j4"=1'-0" 11 SPOT FOOTING G REPAIR S1.(�I SCALE: 3/4" = V-0" I FASTEN NEW CMU WALL TO EXISTING w/ GALVENZIED CORRUGATED BUCK ANCHOR 16" O.C. VERT. FASTEN TO EXISTING CMU w/1/4"Ox21/4" TAPCON MASONRY ANCHOR (TYPICAL) MASONRY NOTES: 1. MASGIJRY WALLS SHALL BE REINFORCE WITH 1-#5 VERTICAL 48" O.C., AT CORNERS, JAMBS, AND WALL INTERSECTIONS. SEE 2/S4.0 FOR ADDITIONAL REINFORCEMENT AT JAMBS OVER 4'-4" 112. PROVIDE HORIZONTAL JOINT REINFORCING AT 16" O.C. CELLS CONTAINING VERT 3. GROALL ELS BELOW GRADE. E SO 01 CAL FOR GROUREINFTING NG NOTES RCEMENT AND 4. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED I5. AT WALL CORNERS AND INTERSECTIONS, WALL COURSING SHALL INTERLOCK, EVERY OTHER COARSE. 6. SEE S0.0 FOR MASONRY BLOCK AND GROUTING SPECIFICATIONS 7. WHERE NON -PRESSURE TREATED WOOD BEARS ON CMU PROVIDE 2 -LAYERS OF 30 LBS. ROOFING PAPER BETWEEN WOOD & CMU WALL. 6x6 P.T. W/ABU6( 2/S4.3. G Q W W > M 0 ,l m z i NEW BEAM ABOVE 8"'x16" LINTEL. EE DETAIL 7/S4.0. (TYPICAL) SYP#2 POST SEE DETAIL TYPICAL 3 PLACES) NEW BEAM ABOVE NO STRUCTURAL CHANGE IN HATCHED AREA UNLESS OTHERWISE NOTED. -i • f 4y NEW BEAM ABOVE NEW 6" BEARING WALL TO REPLACE EXISTING EXTERIOR CMU WALL IQW W > M "x16" LINTEL. Q z SEE CETAIL 7/S4.0. r r TYPICAL 8"x8" LINTEL L- •-�. SEE DETAIL 7/S4.0 NEW EAM _ ABOVE LE I IIIIIIIIIIIIIIIIIII��1. �I1111111111111111111111 1 ?��R�? 1 S4.4 16x16 CMU PIER, SEE 1 /S4.3. (2)2x6-1 /1 I W 0 m Q I� Iw m W z I I TR SS ABOVE TO REMAI FASTEN NEW CMU WALL TO EXISTING w/ _XIS TING BEAM ABOVE, GALVENZIED CORRUGATED BUCK ANCHOR ONTRACTOR TO VERIFY. -74 © 16" O.C. VERT. FASTEN TO EXISTING CMU w/1/4"0x21/4" TAPCON MASONRY ANCHOR (TYPICAL) IST STORY WALL FRAMING PLAN SCALE: 1/4" = 1'-0" FRAMING NOTES: 1. FOR TYPICAL WALL FRAMING, SEE DETAIL 2/S4.1 2. ALL BUILT-UP POST, HEADERS & BEAMS SHALL BE FASTENED PFR 3/S4.1 I SYMBOLS LEGEND I INTERIOR BEARING WALL. - " DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE � � SHEARWALL SHEATHING TO BE APPLIED. 'SW N� 8d ® j DESIGNATES 8d COMMONS 8d®3"/6" 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE NUMBER OF PLY'S OF (2)2x8-1/2 HEADER, HEADER SIZE, & JACK/KING STUDS NEEDED FOR HEADER OPENING. ---- I BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND A SIMPSON HTT5 SEE DETAIL 7/S4.1 X %" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 1/S4.2 I X5 %" A307 DIAMETER FULL HEIGHT I THREADED ROD, SEE DETAIL 1/S4.2 %" A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 1/S4.2 /�� %" A307 DIAMETER THREADED ROD �``J�j�j`-�) TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 1/S4.2 WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 91-11 , 2x4 SPF#2 ® 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 ® 16" O.C. or MAX 2x4 SPF#2 0 12" O.C. EXTERIOR 10'-1 TO 2x6 SPF#2 0 16" O.C. 14'-0" INTERIOR 1 MAX 2x4 SPF#2 ® 16" O.C. INTERIOR 12'-0" 2x6 SPF#2 0 16" O.C. 2 MAX 2x4 SPF#2 0 12" O.C. S7L0 NATES 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS CSD 16" O.C. MINIMUM. SEE 2/S4.1 FOR ADDITIONAL ANCHORS AT SHEARWALLS GENERAL NOTES 1. SEE DETAIL 2/S4.1 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 3/S4.1 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 2/S4.1 INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS -BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED I THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTIO OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR S ALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF HE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 I'h.242-0908 Fax. 241-9557 FL: CA # 344 SC: CA# 3579 Christopher I Sabourin PE FL'PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. �'+•y� "' q.'jp"• O� "BIS m W o. 461 N • 1TE 0p a M o0 O wH AL.s � Christopher I Sabourin PE FL'PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. IST STORY WALL FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME ADDITION DESIGN/DRAWN/CHECKED CS RD / LAP DA I L 01.23.18 SCALE AS NOTE LPA No. HAKI-18-00045 CON IROL No. SHEET SIA SHEET 4 of 14 m m W N D Cn Z� wH � U 2 Q <mLj m U z F__ Z r, 0o J Q IST STORY WALL FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME ADDITION DESIGN/DRAWN/CHECKED CS RD / LAP DA I L 01.23.18 SCALE AS NOTE LPA No. HAKI-18-00045 CON IROL No. SHEET SIA SHEET 4 of 14 2x12 SYP#2 LEDGER. FASTEN W/ (4)10d & (4)Y4"Ox6" SDS SCREWS @ 24" O.C. (2)HTS16 2x8 PONYWALL TO SUPPORT JOIST. EXISTING DECK JOIST TO REMAIN. FASTEN TO NEVI 8 %BEAM WITH LUS210 S4.2 / HANGERS. EXISTING GIRTER TRUSS TO RE AIN. 2—PLY 18" LVL BELOW POST ABOVE. NEW (2)PLY 18" LVL NEW (3)PLY 18" LVL 2—HTSM16 2—HTSM16 2x12 SYP#2 LEDGER. FASTEN W/ (4)10d & (3)Y4"Ox6" SDS SCREWS @ 16 O.C. N V) Ilf N III X N 4 54.2 POST FROM ABOVE. SEE DETAIL 4/S4.2. Ill (2)2x10 SYP#2 (2)2x12 SYP#2 INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. (2)PLY 18" L )HTS16 2x12 SYP#2 JOIST @ 12" O.C. BUILDER TO FURR DOWN CEILING. (2)1.75x16 2.0E LVL J J to _j L7Vr-HNHNGER � ,I� 3:11/ EXISTING BEAM TO REMAIN. z 11 UX/,IAV i/VVIVVVV V-6" DEEP EXISTING FL00 SYSTEM 2x2 SYP#2 @ 16" O.C. RIPPED TO SLOPE T DOWN TO 8" 1 S4.4 HANGER SCHEDULE SYMBOL HANGER 01 HU410 MASONRY HANGER 02 HUC210-2Z MASONRY HANGER 03 HUC210-2 TIMBER HANGER (2)1.75x16 2.0E LVL Lo J w !4 N c"j 2x12 SYP#2 ROOF RAFTERS @ 24" O.C. 2x12 SYP#2 LEDGER. --ASTEN W/ (4)10d & (4)Y4"Ox " SDS SCREWS @ 24" O.C. NO STRUCTURAL CHANGE IN HATCHED AREA UNLESS OTHERWISE NOTED. N (2)2x10 2 � cn 4E) X N N 2 S4.3 j EXISTING GIRDER TRUSS TO REMAIN. 7777 �V//CON-RIACT R 0 ERIFY EAN SI E ND CO TA T E.O.R. 2x12 SYP#2 ROOF RAFTERS @ 24" O.C. u3 N (2)2x12 SYP#2 � 5 S4.2 - X N 2x12 SYP 2 LEDGER. FASTEN TO PIER / 2-1"x6" TITEN SCREWS 16" O.C. 2ND FLOOR, DECK i AND ROOF PLAN SCALE: 1/4" = V-0" 0 EXTEND LEDGER TO SUPPORT BEAM W. 2x12 SYP#2 LEDGER. FASTEN W/ (4)10d & (3)Y4"Ox6" SDS SCREWS @ 16" O.C. SYMBOLS LEGEND ---- I BEAM OR TRUSS, SEE PLAN Lou Porm(.)o and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # X344 SC: CA# 3579 ER ° 7 61 'Zai • N ° • M 0C A F N �e4R 10 AL M Christopher J Sabourin PE FL PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. m m LIJ N ::) m Z a U Z Q Q m w m U Z 00 J Q FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCL�AR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. P',LAN NAME ADDITION DESIGN/DRAWN/CHECKED CS / RD /LAP DAIL 01.23.18 SCALE AS NOTED LI'A No. HA 1-18-00045 CONTROL No. 51.2 SHEET 5 of 1 4 i (2)CS16T NEW EXTERIOR WALL BUMP—OUT 2—CS16 @ BASE OF STUD INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. EXISTING BI (STING EW (4)2x4 POST. )2x1/ Q 12 Li LIJ mOf C7 0 z F_ C/) 0 w �,�ABO M O, j �Ql ;6)2x4 SPF#� POST STING BEAM /E. TO REMAI 3)1.75x11.88 2.0E LVL -3 2)CS16 a X (V CV /2_C — I(-�AS1 STRAP PER 2/ NEW BEAM ABBVE 16 @ OF STU EADER 4.2 II\I/ / / ,(3)2x6% ,SPF#2t , POST/ '3)2x SPF# I. W Io Im Q Q Lv I (Tl L4J Iz NO STRUCTURAL CHANGE IN HATCHED AREA UNLESS OTHERWISE NOTED. NFILL EXISTING 6x6 P.T. SYP#2 POST FASTENED TO MASONRY i x6 P.T. SYP#2 POST WALL BELOW. SEE �� FASTENED TO MASONRY DETAIL 4/S4.2 COLUMN BELOW. SEE - - DETAIL 1/S4.3. 1 S4.4 SECOND STORY FRAMING PLAN SCALE: 1/4" = V-0" 1. F R TYPICAL WALL FRAMING, SEE DETAIL 2/S4.1 2. A L BUILT—UP POST, HEADERS & BEAMS SHALL E FASTENED PER 3/S4.1 Q W. D Y IVIOUL] LI ULINU m INTERIOR BEARING WALL. �- DESIGNATES SHEARWALL. THE HIDDEN N LINE DESIGNATES SIDE OF WALL THE �� SHEARWALL SHEATHING TO BE APPLIED. 8d ® j DESIGNATES 8d COMMONS SW'f N 8d03"/6" 3" O.C. EDGE & 6" O.C. "IN THE FIELD" � DESIGNATES THE NUMBER OF PLY'S OF (2)2x8-1/2 HEADESTUDSRNEEDEDER JACK/KINGHE U� FOR DER OPENING. ---- BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND - SIMPSON HTT5 SEE DETAIL 7/S4.1 X" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 1/34.2 X5 �" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 1/S4.2 %" A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP ® PLATE, SEE DETAIL 1/S4.2 %" A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 1/S4.2 WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 9,'-1" 2x4 SPF#2 ® 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 ® 16" O.C. or MAX 2x4 SPF#2 0 12" O.C. EXTERIOR 10'--1 TO 14'--0" 2x6 SPF#2 ® 16" O.C. INTERIOR 10,-0 2x4 SPF#2 ® 16" O.C. INTERIOR 12'-0" 2x6 SPF#2 ® 16" MAX 2x4 SPF#2 ® 12" O.C. STUD NOTES 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB W/16d MASONRY CUT NAILS ® 16" O.C. MINIMUM. SEE 2/S4.1 FOR ADDITIONAL ANCHORS AT SHEARWALLS GENERAL NOTES 1. SEE DETAIL 2/S4.1 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING, AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 3/S4.1 2/S4.1 CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN Ii THIS END w/ 9-10d. I 111 ox WALL FRAMING--/ ;� w J NO NAILS REQUIRED FLOOR I� IN CLEAR SPAN TRUSSES I� OR JOIST. 0 ~ WALL FRAMING --/1i-1 ca z L CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. Lou Pontigo and Assolciates, Inc. i 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Li s 01 N° 1461 r E' LIA J.id3lF+"�FFFS171i1444:44'a14�`1 Christopher J Sabourin PE FL PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SECOND STORY FRAMING PLAN DO NOT SCALE DIMENSIONSj THESE DRAWINGS. IF A DIMEN UNCLEAR REFER TO TH ARCHITECTURAL DRAWING CONTACT THE E.O.R. PLAN NAME ADDITION DESIGN/DRAWN/CHECKED CS / RD / LAP DATE 01.23.18 SCALE AS NOTED LPA No. HAKI-18-00045 CONTROL No. SIIEI:T S2.1 SHEET 6 of 14 m m � N m Z � � T T < U� Qm m U Z 0�^0 Q H Q SECOND STORY FRAMING PLAN DO NOT SCALE DIMENSIONSj THESE DRAWINGS. IF A DIMEN UNCLEAR REFER TO TH ARCHITECTURAL DRAWING CONTACT THE E.O.R. PLAN NAME ADDITION DESIGN/DRAWN/CHECKED CS / RD / LAP DATE 01.23.18 SCALE AS NOTED LPA No. HAKI-18-00045 CONTROL No. SIIEI:T S2.1 SHEET 6 of 14 2x12 ROOF JOIST @ 16" 0. C. EXISTING DECK JOIST TO REMAIN. (2)HTS16 HU416 HANGER. NEW (2)PLY 18" 2.0E LVL BEAM. EXISTING DECK JOIST TO REMAIN. XI Y z ;1�� X a Lij 12z IIQ pw w Qf it w 0 zo ll� O (� �II 0 X (n � W 2 � Q fill Lj m m it 0 U z ~ Z 0^�0 Q ,•� w EXISTING BEAM TO R MAIN. 1. A , , , , EXISTING BEAM TO REMAIN. / . P_/ I/ , i / r I V /O (2)HTS16 2—LS50 ANGLES. 2—LS50 Cn ANGLES. N lir Z N O (4)1.75x11.2 18" RIMBOARD. INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NL CESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. z 0 z W X W Y XA �z /Z I af /w U w 0 SIMP >ON HGU3.63-SDS HAN ER. CONFIRM SIZE - ITS, � RIOR TO ORDERING EXISTING BEAM TO REMAIN., �Q w m > J W I 0 N �2 /F 1'-6" DEEP 1 J EXISTING FLOOR SYSTEM TO REMAIN s� / 2x12 SYP# _ JOIST @ 16" w /O. C. BUILDER TO FURR DOWN CEILING. / >LLJ (-)0�Ly/ OQ of cn/ w�F-v/i/ w (y/ /w o o/ o Q w 7 (2)HTS16 = =_ 2.0E LVL NEW DECK EXTENSION. SEE DETAIL 1 /S4.4. 6 S4.2 #2 IJ Ii k 00 in HANGER $CHEDULE SYMB L HANGER 0 w HU410 MASONRY HANGER QQ HUC210-2Z MASONRY HANGER O HUC210-2 TIMBER HANGER G N NE ROOF FR MING, SEE DE AIL 1/S4.3. (2)2x12 SYP 3RD LEVEL FLOOR/D CK FRAMING PLAN 1 SCALE: 1/4" = 1'-0" S4.4 NO STRUCTURAL CHANGE IN HATCHED AREA UNLESS OTHERWISE NOTED. if 1 o/II/ ,` .if/h!IfY�IIJAI , SYMBOLS LEGEND DESIGNATES THE HEADER SI.:, NUMBER (22x8-1/2 OF PLYS & JACK/KING STUI'S NEEDED FOR SUPPORT HEADER. I ---- I BEAM OR TRUSS, SEE PLAN I Lou Pontigo and Assoiciates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 344 SC: CA# 3579 ••• • IS 9 61 ir • 1 i X 0'. T�q OF 0(% / i � j R 10 MAi n , rt�t�� Christopher J SabOUrin PE FL PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. r__— PLAN NAME ADDITION DESIGN/PRAWN/CHECKED CS RD / LAP DATE i 01.23.18 SCALE AS NOTED LPA No. HAKI-18-00045 CON 1 RO L No. SHEET S2.2 SHEET 7 OF 1 4 I m m w N �m Z `L > � U 2 Q Q m m U �D ~ Z 0^�0 Q Q FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. r__— PLAN NAME ADDITION DESIGN/PRAWN/CHECKED CS RD / LAP DATE i 01.23.18 SCALE AS NOTED LPA No. HAKI-18-00045 CON 1 RO L No. SHEET S2.2 SHEET 7 OF 1 4 I NEW DECK EXTENSION NEW BEAM ABOVE INFILL EX WALL. NO STRUCTURAL CHANGE IN HATCHED AREA UNLESS OTHERWISE NOTED. SYMBOLS LEGEND k —L_LJ / I INTERIOR BEARING WALL. DESIGNATES SHEARWALL. THE HIDDEN I I LINE DESIGNATES SIDE OF WALL THE SHEARWALL SHEATHING TO BE APPLIED. SW NAILI 8d 0 j DESIGNATES 8d COMMONS 0 8d03"/6" 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE NUMBER OF PLY'S OF (2)2x8-1/2 STUDS RN NEEDED FORIZHEADER OPENING. BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND - SIMPSON HTT5 SEE DETAIL 7/S4.1 X %" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 1/S4.2 I X5 %" A307 DIAMETER FULL HEIGHT I THREADED ROD, SEE DETAIL 1/S4.2 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. MINIMUM. SEE 2/S4.1 FOR ADDITIONAL ANCHORS AT SHEARWALLS I GENERAL NOTES 1. SEE DETAIL 2/S4.1 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. V A307 DIAMETER THREADED ROD ® TERMINATES AT FIRST FLOOR TOP W PLATE, SEE DETAIL 1/S4.2 / %" A307 DIAMETER THREADED ROD z TERMINATES AT FIRST FLOOR TOP W PLATE, SEE DETAIL 1/154.2 WALL STUD SCHEDULE LOCATION PLATE STUD SIZE NEW 2x6 HEIGHT & SPACING EXTERIOR 9'-1' 2x4 SPF#2 0 16" 0. C. m MAX EXTERIOR 10'-1 2x6 SPF#2 0 16" O.C. or CS18 STRAP w/ 10" MAX 2x4 SPF#2 0 12' O.C. EXTERIOR 10'-1 To 14'-0" 2x6 SPF#2 0 16" O.C. INTERIOR 1 MAX 2x4 SPF#2 0 16" O.C. INTERIOR 12'-0" 2.6 SPF#2 0 16" D.C. or o WALL FRAMING -/;M w MAX 2x4 SPF#2 0 12" O.C. s7L0 NOTES, 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. MINIMUM. SEE 2/S4.1 FOR ADDITIONAL ANCHORS AT SHEARWALLS I GENERAL NOTES 1. SEE DETAIL 2/S4.1 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS -BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NI CESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTIOI,I ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. Louontigoo and Ass dates, Inc. 420 sceola Avenue )ax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 :'�,�••.•'0\160 "°•. 4d: 0b N C`1 • Christopher ) Sabourin PE FL PE#71461 REVISIONS DATE I I FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO $ ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. m 3. W N / WHERE FRAMING MEMBERS CONSIST OF MULTIPLE z - - W PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES - - --4 (3)2x8-1/2 Q= TOGETHER PER DETAIL 3/S4.1 NEW 2x6 FRAMED WALL vv/ NEW HEADERS. m 2/154.1 CS18 STRAPPING DETAIL Z NEW DECK CS18 STRAP w/ 10" STRAP HEADER END LENGTH. FASTEN Q - EXTENSION PER 2/154.2 � THIS END w/ 9-10d. BELOW o WALL FRAMING -/;M w THIRD STORY FRAMING PLAN _ Z ow SCAL : 1/4" = 1'-0" -_=_________-- II FRAMING NOTES: NO NAILS REQUIRED !\—NO 1. FOR TYPICAL WALL FRAMING, SEE DETAIL 2/154.1 N CLEAR SPAN FLOOR 2. ALL BUILT—UP POST, HEADERS &BEAMS SHALL� TRUSSES OR JOIST. BE FASTENED PER 3/S4.1C. WALL FRAMING—/:y cf '4CS18 z �ro w L STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS -BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NI CESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTIOI,I ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. Louontigoo and Ass dates, Inc. 420 sceola Avenue )ax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 :'�,�••.•'0\160 "°•. 4d: 0b N C`1 • Christopher ) Sabourin PE FL PE#71461 REVISIONS DATE I I FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO $ ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. THIRD STORY FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWIN, S. IF A DIMENSION'S UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. CSFNAME DITION WN/CHECKED RD / LAP DATE 01.23.18 SCALE AS NOTED LPA No. HAKI-18-00045 CONTROL No. SHEET S3.1 SHEET 8 OF 14 I 7t N M 0 c\.1 M N m m W N �m z W LL Q= = U 4< Q m m U Z 00Q Q THIRD STORY FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWIN, S. IF A DIMENSION'S UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. CSFNAME DITION WN/CHECKED RD / LAP DATE 01.23.18 SCALE AS NOTED LPA No. HAKI-18-00045 CONTROL No. SHEET S3.1 SHEET 8 OF 14 I 7t N M 0 c\.1 M N NO STRUCTURAL CHANGE IN HATCHED AREA UNLESS OTHERWISE NOTED. / / /I / / X IIA I I/ / 2-0" DEEP ROOF SYSTEM 7 VNEW ROOF ' FRAMING, SEE S4.2 DETAIL 7/S4.2 FOR SPECS. TROSS / ROOF RAFTER NOTES: STRAPPING NOTES ROOF FRAMING SCALE: 1/4" = 1'-0" FRAMING NOTES: 1. FOR TYPICAL WALL FRA 2. ALL BUILT—UP POST, H BE FASTENED PER 3A INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1. )'TRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12d TOENAILS & 1—SIMPSON H2.5T UPLIFT 'TRAP UNLESS OTHERWISE NOTED NG, SEE DETAIL 2/S4.1 �DERS & BEAMS SHALL .1 SYMBOLS LEGEND DESIGNATES THE HEADER SIZE, NUMBER (22x8-1/2 OF PLYS & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. ---- I BEAM OR TRUSS, SEE PLAN Lou I mm,)o and 11 Associates, Inc. 420 Osceola Avenue )ax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # $344 SC: CA# 3579 Christopher I Sabourin PE FL PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. ROOF FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION'S UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. r -- PLAN NAME ADDITION DESIGN/DRAWN/CHECKED CS / RD / LAP DATE 01.23.18 SCALL AS NOTED LPA No. HAKI-18-00045 CONTROL No. SHEET S3.2 SHEET 9 OF 14 m m w N �m z J W LL, Q = = U Q Q m m U Z 0o J Q ROOF FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION'S UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. r -- PLAN NAME ADDITION DESIGN/DRAWN/CHECKED CS / RD / LAP DATE 01.23.18 SCALL AS NOTED LPA No. HAKI-18-00045 CONTROL No. SHEET S3.2 SHEET 9 OF 14 - 0 C) = w w FOR OPENING OVER 4'-4" FOR OPENING TO 4'-4" TO 9'-4" WIDE, PROVIDE WIDE, PROVIDE 1-#5 0J 2-#5 VERTICAL EACH VERTICAL EACH SIDE 8x16 BOND SIDE OF OPENING. OF OPENING. STD. 90° HOOK BEAM (TYP) �0 0 0 01 _ � - � 0 0 , 0 _ 0 _ _w I- N `" N TYPICAL WALL REINF. SEE OPENING, j SCHED. ON SEE PLAN 8x16 BOND PLAN.CD PLAN VIEW Ld BEAM (TYP) CMU JAMB REINFORCING 0 _j J S4. 0 SCALE: 3/4" = 1'-0" o = o _ 25" LAP MIN. 1-#5 VERTICAL EACH _ I�l—I -j- < - CORNER, INTERSECTION, __ = w @ SPACING INDICATED _ _ ON PLAN OR SCHED. I Cr �n Q Q 0 Lo 0 w Ln m J J 8" CMU WALL. a 0 00 CDc Ln .< `N #5 VERTICAL TO TOP DO °p5 HORIZONTAL TIE BEAM I I I # OF BOND BEAM STEP. LL N w Ln a . REINFORCING (ONLY ONE BAR SHOWN FOR CLARITY). CDCD TYPICAL CMU HORZONTAL/CORNER SPLICE 4 MASONRY WALL EP = w w t—S .0 SCALE: 3/4" = 1'0" IL - - S4.0 SCALE: 3/4" a--I __j .- 0o _ NOTE: AT CORNER STEEL POST CONDIDTION, Q FASTEN P.T. WOOD BUCK TO STEEL Q DWLS. TO MATCH - CD Q - DWLS. TO MATCH Q w/0.145"O x 2Y4" POWDER ACTUATED DWLS. TO MATCH ( ( ) ) PROVIDE CONTROL JOINTS IN CMU ALLS AS SHOWN ON PLANS OR NOT TO � `� � VERTICAL REINF. VERTICAL REINF. o = FASTENERS © 12" O.C. MIN 5 EA. SIDE I I � � � � � VERTICAL REINF. �n m d (TYP. U.N.O.) Ln m Q (TYP. U.N.O.) << (TYP. U.N.O.) EXCEED 50'-0" 0/C. SPACING OF JOINTS SHOULD BE COORDINATED W/ 0° ARCHITECT. TO SUBMIT LOCATION PLAN FOR REVIEW AND APPROVAL. CD CLEAN OUT HOLE CLEAN OUT HOLE — — — — — — 4 AS REQUIRED. AS REQUIRED. _ g_ ' (2) COURSE 8x16 BOND TOP OF -°-- BEAM w/1-#5 TOP & GRADE BEAM GRADE BEAM GRADE BEAM BOND BEAM a,l BOT. BOND BEAM -; --;°- -a SEE PLAN. SEE PLAN. SEE PLAN. -- - REINFORCEMENT AND • • • • • •8" CMU WALL. I I ° GROUT IS CONTINUOUS ' ..p. Is NI WALL SECTION WALL SECTION WALL S CTION THRU JOINT STOP JOINT REINF. LOW -LIFT GROUTING (GROUTING WITHOUT CLEANOUTS) � THE HIGH -LIFT GROUTING (GROUTING WITH CLEANOUTS- I PROVIDE REINFORCED AT CONTROL JOINT CELL EAk.;H SIDE OF WALL IS CONSTRUCTED IN HEIGHTS NO MORE THAN 5'-4" THE WALL IS CONSTRUCTED IN HEIGHTS NO MORE FASTEN 2x8 P.T. SYP#2 JOINT I SECTIONS (GROUT- POUR HEIGHT OF 5'-4"), REINFORCED IS THAN 12'-8" SECTIONS (GROUT POUR HEIGHT OF THE WALL IS CONSTRUCTED IN HEIGHTS NO MORE THAN WINDOW/DOOR BUCK TO 8" Rs "P PLACED IN THE INTENDED CELLS FOLLOWED BY MAX. 5'-0" 12'-8"), FULL HEIGHT REINFORCED IS PLACED IN THE 12'-8" SECTIONS (GROUT POUR HEIGHT OF 12'-8"), CMU w/ 1/4"Ox23/4" TAPCONS GROUT LIFTS. CONTINUITY OF THE REINFORCEMENT IS INTENDED CELLS AND CLEANOUT HOLES ARE FULL HEIGHT REINFORCED IS PLACED IN THE INTENDED OF MAINTAINED BY SPLICING BETWEEN EACH SECTION. REQUIRED AT CELLS WITH REBAR FOLLOWED BY MAX. CELLS AND CLEANOUT HOLES ARE REQUIRED AT CELLS C�? 12 o.c INSTALL (5) MIN. C NTROL EACH SIDE. PRE—FORMED JOINT JOINT REINF. 5'-0" GROUT LIFTS. NO SPLICING IS REQUIRED. WITH REBAR FOLLOWED Y MAX. 12'-8" GROUT LIFTS. NO SPLICING IS REQUIRED. FILLER © 16" O.C. GENERAL NOTES: BACKER ROD MATERIAL 1. FOR BOTH LOW -LIFT AND HIGH -LIFT GROUTING, THE GROUT LIFT HEIGHT IS LIMITED TO 5 FT UNLESS THE FOLLOWING CONDITIONS CAN BE MET, IN WHICH CASE THE GROUT 2x8 P.T. SYP#2 LIFT HEIGHT CAN BE INCREASED TO 12'-8" (HIGH -LIFT GROUTING ALTERNATE PER MSJC 2005): jq;;WINDOW/DOOR BUCK CAULKING a • • a • THE MASONRY HAS CURED FOR AT LEAST FOUR HOURS • THE GROUT SLUMP IS MAINTAINED BETWEEN 10 AND 11 INCHES DEPTH OF CAULKING WIDTH OF STOP JOINT REINF. • THERE ARE NO INTERMEDIATE HORIZONTAL REINFORCED BOND BEAMS BETWEEN THE TOP AND THE BOTTOM OF THE POUR HEIGHT. ONE HALF THE WIDTH OF THE HEAD JOINT HEAD JOINT AT CONTROL JOINT 2. IF THE FIRST TWO CONDITIONS ARE MET BUT THERE ARE INTERMEDIATE BOND BEAMS WITHIN THE GROUT POUR, LIMIT THE GROUT LIFT HEIGHT FO THE BOTTOM OF THE BOND BEAM, BUT CANNOT EXCEED 12'-8". 3. WHEN BOTH OF ANY OF THE FIRST TWO CONDITIONS ARE NOT MET, PLACE LIFTS NOT EXCEEDING 5 FT. 1 TYPICAL WALL GROUTING OPTIONS STRUCTURAL WINDOW/DOOR BUCK s4.o SCALE: 3/4" - 1'-0" 6 CMU CONTROL JOINT S .0 SCALE: 3/4" = 1'-O" S4.0 SCALE: 3/4" 8" 8" 00O ^I • • • • • 8" CMU 12" CMU 16 CMU LINTEI LINTEL LINTEL TOP PLATE TO LINTEL 72 "O THREADED ROD TOP LINTEL BLOCK DRILLED & EPDXIED w/ OPEN BOTTOM 6" EMBEDMENT LINTEL BLOCK, OR w/2-#5 TOP CONT. Y"x12" A'JCHOR BOLT NOTES: 1. USE THESE LINTEL DETAILS U.O.N. ON PLANS. WITH 2" 90° HOOK. BOTTOM LINTEL BLOCK 2. FOR OPENING LOCATIONS, SEE ARCH. PLANS. AT PRE -CAST 3. PROVIDE 8" BEARING EACH SIDE OF OPENING. 24" O.C. w/ 2x2xY8" LINTEL BLOCK, 4. GROUT LINTEL SOLID. PLATE WASHER. w/2-#5 CONT. 5. BOTTOM SHALL BE A SOLID PRECAST LINTEL. TYPICAL CMU LINTEL S4.0 SCALE: 3/4" = 1'-0" Lou Ponti ,o and Associates, Inc. 420 Osceola Avenue fax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SG CA# 3579 ER , j, m m c� ♦: ` 61 2 D c M p BA ® F wH Christopher I Sabourin PE FL PE#71461 REVISIONS DATE \-'__ 3 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO rs ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. GENERAL SECTIONS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSIONS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME ADDITION DESIGN/DRAWN/CHECKED CS / RD /LAP DATE 01.23.18 SCALE AS NOTED LPA No. HAKI-18-00045 CONTROL No. SHEET S4.0 SHEET 10 OF 14 m m w N D cn Z � wH � U 7< Q m m U �D ~ Z 00Q I -- Q GENERAL SECTIONS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSIONS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME ADDITION DESIGN/DRAWN/CHECKED CS / RD /LAP DATE 01.23.18 SCALE AS NOTED LPA No. HAKI-18-00045 CONTROL No. SHEET S4.0 SHEET 10 OF 14 FOR RAISED HEADERS, STRAP THE TOP PLATE TO HEADER WITH LSTA12 @ 32" O.C. IN LIEU OF THE H2.5T STRAPS TOP PLATE ELEV.FA h TOP PLATE TO STUD H2.5 T @ 32" ON -CENTER STUD TO LOWER FRAMING: MSTA24 OR CS16 STRAP @ 32" ON -CENTER (2)MS24 OR (2)CS16 STRAPS EACH END OF WALL SEGMENT FLOOR ELEV. H2.5T AT ROOF FRAMING ROOF FRAMING KING STUD TO LOWER FRAMING WOOD BEAM (2)MSTA24 OR CS16 STRAPS CONVENTIONAL STRAPPING TO BEAM BELOW SCALE: 3/4" = 1'-0" 2x4 MEMBERS: 1 /2 TYPICAL STUD NAILING: 0.131x3" END NAILS: (2) @ 2x4, (3) @ 2x6, (4) @ 2x8. 6"MAX. 6"MAX. FASTEN ROOF TRUSS w/ UPLIFT CONN. LONG ENOUGH TO ENGAGE STUDS. IF HIGH SIDE OF WAL- IS A SHEARWALL FASTEN (2)MSTA36 AT INSIDE FACE OF SHEARWALL OR BEND AROUND ENDS AT NON-SHEARW LL. 16d COMMONS @ 8" ON -CENTER CONTINUOUS RIM BOARD SYP#2 DBL. TOP PLATE FULL HEIGHT ANCHORING SYSTEM, PER PLAN --- ------ ------------ - - - - - - - - - - - - - - - - - - ----------- ----------- IF ---------- IF HIGH SIDI OF WALL IS A SHEARW LL, INSTALL DBL. 2x BLOCKING IN FIRST (2) STUDS SPACES JACK AND KING PTUDS, PER HEADER SCHEDULE SYP#2 SOLE PLATE TYPICAL HEADER NAILING: 0.131X3" TOE NAILS 2X6, 2x8 = (5) NAILS 2x10, 2x12 = (7) NAILS 9" LVL, 11" LVL = (7) NAILS 14" LVL, 16" LVL = (9) NAILS DROPPED HEAD WINDOW SILL SEE SCHEDULE 5/S4.1 FOR SILL SIZE AND CONNECTION EACH END ROUGH OPENING, PER PLAN SILL PLATES 4'-0" MIN. SPLICE LENGTH w/ (16) 0.131x3" NAILS EVENLY SPACED SYP#2 HEADER, PER PLANS _ -----------r-------T-------t--r-------------1--T-r--nT7--rT7---------r--r--------------J--T--------------F-1--------------r--r-- -i-FT TYPICAL TOP PLATE NAILING: FASTEN ALL TOP PLATES TOGETHER w/ (3) ROWS OF .131x3 @ 12" O.C. STAGGERED 4'-0" MIN. KX>< I I T A�7 WALL SHEATHING 1. USE SPF#2 OR BETTER FOR ALL WALL STUDS.. 2. USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 3. USE SYP#2 FOR ALL TOP HEADERS 4. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16" O.C. MINIMUM. SEE FOUNDATION PLAN ADDITIONAL ANCHORS AT SHEARWALLS AT TWO STORY CONDITIONS, PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT ALL TYPICAL SOLE PLATE NAILING: UPPER LEVEL POSTS & JACK STUDS 0.131x3" TOE NAILS: (3) @ 2x4, (4) @ 2x6, (5) @ 2x8. BUILDEF�pMAY CHOOSE EITHER THE HEADERI ER CONDITION ONCONDITION OR RAISED d 4°'.d a d dr c d d 14 Q 1. USE SPF#2 OR BETTER FOR ALL WALLS. 1 -ROWS OF 10d CMU WALL PR VIDE SOLID 2. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO COMMONS @ BLOC' ING BELOW ROOF OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. 3" O.C. ACK STUDS 2 TYPICAL WALL FRAMING S4.1 SCALE: 3/4" = 1'-0" NOTES: 1. ALL BUILT-UP POST, HEADERS & BEAMS SHALL BE FASTENED PER 3/S4.1 2. TYP. CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 3. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN DDITION TO (2) PLYS I �- (3) ROWS 12d I ,-,,-AT 12" O.C. EA. SIDE. (3)ROWS OF 63/4" " ( (3)ROWS OF 5 2 -PLY TRUSSLOK TRUSSLOK ENGINEERED WOOD ENGINEERED WOOD FASTENERS @ 24"o.c FASTENERS @ 24"o.c NAILS @ 4" O.C. ° ° >- (4) ROWS 12d AS SHOWN (3) ROW OF 10d AT 12" O.C. AS SHOWN 2x6 MEMBERS: NAILS @ 8" O.C. EA. SIDE. (2) ROW OF 1 O ° 010 STAGGERED 4 -PLY 3 -PLY NAILS @ 4" O.C. STAGGERED 3 -PLY 14" L L AND GREATER 2x4 OR 2x6 POST 2x8 POST LESS THAN 14" BEAM 3 BUILT - UP MEMBER FASTENING S4.1 SCALE: 3/4" = 1'-0" LOCATE FULL HEIGHT ANCHOR ON SIDE OF 2x4 BLOCKING CORNER WHERE UPPER @24" O.C. FASTEN TOP PLATE OVER LAPS 6'' EACH END w/3 -10d 11 TOENAILS STUD BELOW I LOWER TOP - -- 4-10d PLATE AT BREAK OVER LAP DOUBLE COMMONS TOP PLATES ORTHOGONAL VIEW WALL INTERSECTION OF CORNER CONDITIONS O � CORNER WALL INTERSECTION CONDITIONS CONDITIONS NOTES: 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS 2. DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL 3. O DENOTES FULL HEIGHT ANCHOR, SEE PLAN 4. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN FRAMED WALL CORNER AND INTERSECTIONS STUDS CONFIGURATIONS SCALE: 3/4" = 1'-0" ROUGH OPENING DROPPED HEAD OR SILL PLATES MIN 2 P MINIMUM END FASTENER EACH END S 4'-4" A (1)2x4 SPF #2 (4)12d ITS ACCEPTABLE TOE NAILS 6'-4" HEADER TO JACK STUD (5)12d 4 TOE NAILS 5 8'-4" STUD (3)2x4 SYP #2(1) LJ 34 + (4)12d TOE NAILS 5 12'-0" 0.131 x3" SIMPSON H2.5T TOP & BOT. OF CRIPPLE STUD-// ©32" O.C. MSTA24 STRAP SIDE OF EACH HEADER + (4)12d TOE NAILS Q I GIRT ERT SIMPSONLTP4 ON SIMPSON DTT2Z JOINT. INSIDE FACE, IF NO JACK STUD SIMPSON 2x SPF RIPPED LTT20B TO FIT ARCH. BOX BEAM BETWEE \ WINDOWS I EPDXIED 4" MIN OR Il . DEPTH RE KING STUD TO LOWER FRAMING WOOD BEAM (2)MSTA24 OR CS16 STRAPS CONVENTIONAL STRAPPING TO BEAM BELOW SCALE: 3/4" = 1'-0" 2x4 MEMBERS: 1 /2 TYPICAL STUD NAILING: 0.131x3" END NAILS: (2) @ 2x4, (3) @ 2x6, (4) @ 2x8. 6"MAX. 6"MAX. FASTEN ROOF TRUSS w/ UPLIFT CONN. LONG ENOUGH TO ENGAGE STUDS. IF HIGH SIDE OF WAL- IS A SHEARWALL FASTEN (2)MSTA36 AT INSIDE FACE OF SHEARWALL OR BEND AROUND ENDS AT NON-SHEARW LL. 16d COMMONS @ 8" ON -CENTER CONTINUOUS RIM BOARD SYP#2 DBL. TOP PLATE FULL HEIGHT ANCHORING SYSTEM, PER PLAN --- ------ ------------ - - - - - - - - - - - - - - - - - - ----------- ----------- IF ---------- IF HIGH SIDI OF WALL IS A SHEARW LL, INSTALL DBL. 2x BLOCKING IN FIRST (2) STUDS SPACES JACK AND KING PTUDS, PER HEADER SCHEDULE SYP#2 SOLE PLATE TYPICAL HEADER NAILING: 0.131X3" TOE NAILS 2X6, 2x8 = (5) NAILS 2x10, 2x12 = (7) NAILS 9" LVL, 11" LVL = (7) NAILS 14" LVL, 16" LVL = (9) NAILS DROPPED HEAD WINDOW SILL SEE SCHEDULE 5/S4.1 FOR SILL SIZE AND CONNECTION EACH END ROUGH OPENING, PER PLAN SILL PLATES 4'-0" MIN. SPLICE LENGTH w/ (16) 0.131x3" NAILS EVENLY SPACED SYP#2 HEADER, PER PLANS _ -----------r-------T-------t--r-------------1--T-r--nT7--rT7---------r--r--------------J--T--------------F-1--------------r--r-- -i-FT TYPICAL TOP PLATE NAILING: FASTEN ALL TOP PLATES TOGETHER w/ (3) ROWS OF .131x3 @ 12" O.C. STAGGERED 4'-0" MIN. KX>< I I T A�7 WALL SHEATHING 1. USE SPF#2 OR BETTER FOR ALL WALL STUDS.. 2. USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 3. USE SYP#2 FOR ALL TOP HEADERS 4. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16" O.C. MINIMUM. SEE FOUNDATION PLAN ADDITIONAL ANCHORS AT SHEARWALLS AT TWO STORY CONDITIONS, PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT ALL TYPICAL SOLE PLATE NAILING: UPPER LEVEL POSTS & JACK STUDS 0.131x3" TOE NAILS: (3) @ 2x4, (4) @ 2x6, (5) @ 2x8. BUILDEF�pMAY CHOOSE EITHER THE HEADERI ER CONDITION ONCONDITION OR RAISED d 4°'.d a d dr c d d 14 Q 1. USE SPF#2 OR BETTER FOR ALL WALLS. 1 -ROWS OF 10d CMU WALL PR VIDE SOLID 2. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO COMMONS @ BLOC' ING BELOW ROOF OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. 3" O.C. ACK STUDS 2 TYPICAL WALL FRAMING S4.1 SCALE: 3/4" = 1'-0" NOTES: 1. ALL BUILT-UP POST, HEADERS & BEAMS SHALL BE FASTENED PER 3/S4.1 2. TYP. CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 3. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN DDITION TO (2) PLYS I �- (3) ROWS 12d I ,-,,-AT 12" O.C. EA. SIDE. (3)ROWS OF 63/4" " ( (3)ROWS OF 5 2 -PLY TRUSSLOK TRUSSLOK ENGINEERED WOOD ENGINEERED WOOD FASTENERS @ 24"o.c FASTENERS @ 24"o.c NAILS @ 4" O.C. ° ° >- (4) ROWS 12d AS SHOWN (3) ROW OF 10d AT 12" O.C. AS SHOWN 2x6 MEMBERS: NAILS @ 8" O.C. EA. SIDE. (2) ROW OF 1 O ° 010 STAGGERED 4 -PLY 3 -PLY NAILS @ 4" O.C. STAGGERED 3 -PLY 14" L L AND GREATER 2x4 OR 2x6 POST 2x8 POST LESS THAN 14" BEAM 3 BUILT - UP MEMBER FASTENING S4.1 SCALE: 3/4" = 1'-0" LOCATE FULL HEIGHT ANCHOR ON SIDE OF 2x4 BLOCKING CORNER WHERE UPPER @24" O.C. FASTEN TOP PLATE OVER LAPS 6'' EACH END w/3 -10d 11 TOENAILS STUD BELOW I LOWER TOP - -- 4-10d PLATE AT BREAK OVER LAP DOUBLE COMMONS TOP PLATES ORTHOGONAL VIEW WALL INTERSECTION OF CORNER CONDITIONS O � CORNER WALL INTERSECTION CONDITIONS CONDITIONS NOTES: 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS 2. DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL 3. O DENOTES FULL HEIGHT ANCHOR, SEE PLAN 4. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN FRAMED WALL CORNER AND INTERSECTIONS STUDS CONFIGURATIONS SCALE: 3/4" = 1'-0" ROUGH OPENING DROPPED HEAD OR SILL PLATES MIN 2 P MINIMUM END FASTENER EACH END S 4'-4" A (1)2x4 SPF #2 (4)12d ITS ACCEPTABLE TOE NAILS 6'-4" • S^ (2)2x4 SPF #2 (5)12d 4 TOE NAILS 5 8'-4" STUD (3)2x4 SYP #2(1) LJ 34 + (4)12d TOE NAILS 5 12'-0" 0.131 x3" (3)2x6 SYP #2 (1)4,35 + (4)12d TOE NAILS SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. KING & JACK STUDS SEE PLAN (6)12d TOE NAILS TOP &BOT SYP #2 HEADER, PER PLAN OPENING END i� FASTENER _ HEAD OR SIL PLATES SE SCHEDUL ROUGH OPN'G, 5EE ARCH. S4.1 (2)12d TOE NAILS E.E. (MIN) BOUNDARY OF SHEATHING EXAMPLE OF PANE EDGE w/ BLOCKII\ WHERE REQUIRED E GENERAL NOTE NAIL SPACING A SUPPORTED EDGE GENERAL NOTE' EXAMPLE OF UNSUPPOF (UNBLOCKED) PANEL E (TYPI( NAILING TO INTERMEDI SUPPORT IS 6" O.C. N (U SIMPSON HTT5 OR HDU5. FASTEN 26-10d COMONS -- TYPICAL P.T. PLATE 2x8 P T. SYP#2 w/1/2' G THREADED ROD DRILLED & EPDXIED w/ 8" EMBEDMENT AT 24" 0 C. w/ 2x2xY8" PLATE WASHER. C) A TC fl C LJ C A TLJ I f` I /` SHEATHING NAILING DETAIL SCALE: 3/4" = 1'-0" MIN PLY MIN 2 PLY STUD MIN 2 P 2x_ SPF T& w/ A IN LIEU F 2 STUDS 12d @ 8" O.C. ITS ACCEPTABLE KING & §344 SC: CA# 3579 • S^ (TYP) TO SISTER JACKS -/I: 4 36" LONG STUD 36" LON STUD POR PLAN FASTEN w/12- LJ SHEATHING CONT. AT A 0.131 x3" GUN NAILS I� NAILS i . Q I GIRT ERT SIMPSONLTP4 ON SIMPSON DTT2Z JOINT. INSIDE FACE, IF NO JACK STUD SIMPSON 2x SPF RIPPED LTT20B TO FIT ARCH. BOX BEAM BETWEE \ WINDOWS I EPDXIED 4" MIN OR Il . DEPTH RE 'D. IN TWO STORY FRAMING ° °Y2x6" TITEN HD SECTION A -A �6� WINDO HEAD AND SILL FRAMING S4.1 (2)12d TOE NAILS E.E. (MIN) BOUNDARY OF SHEATHING EXAMPLE OF PANE EDGE w/ BLOCKII\ WHERE REQUIRED E GENERAL NOTE NAIL SPACING A SUPPORTED EDGE GENERAL NOTE' EXAMPLE OF UNSUPPOF (UNBLOCKED) PANEL E (TYPI( NAILING TO INTERMEDI SUPPORT IS 6" O.C. N (U SIMPSON HTT5 OR HDU5. FASTEN 26-10d COMONS -- TYPICAL P.T. PLATE 2x8 P T. SYP#2 w/1/2' G THREADED ROD DRILLED & EPDXIED w/ 8" EMBEDMENT AT 24" 0 C. w/ 2x2xY8" PLATE WASHER. C) A TC fl C LJ C A TLJ I f` I /` SHEATHING NAILING DETAIL SCALE: 3/4" = 1'-0" MIN PLY MIN 2 PLY STUD MIN 2 P Y STUD 420sceola IN LIEU OF 2 STUDS IN LIEU F 2 STUDS Ph. 242-0 ITS ACCEPTABLE ITS ACCEPTABLE §344 SC: CA# 3579 • S^ TO SISTER A TO SISTER A 36" LONG STUD 36" LON STUD FASTEN w/12- FASTEN /12- 0.131 x3" GUN I 0.131 x3" GUN NAILS NAILS i . I� ° SIMPSON DTT2Z w/8- )/4„x1)/2„ > SDS SCREWS I `° SIMPSON LTT20B Y2" THREADED ROD / I EPDXIED 4" MIN OR Il . EADED ° °Y2x6" TITEN HD OXIED °° )/2" THREA, ED ROD °° f` i l ° EPDXIED MIN OR I 1 I I )/2x6" TITEN HD HTT5 or HDU5 DTT2Z LTT20B HOLD DOWN ATTACHMENT DETAIL Lou Pontigo and Associates, Inc. 420sceola Avenue Jax. Beach, Florida 32250 Ph. 242-0 08 Fax. 241-9557 FL: CA # §344 SC: CA# 3579 ` s • 14 �j • S^ 1 � t F M 0 ,o Christopher) Sabourin PE FL PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO S ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. m m w N �m Z � T Z Q Q m m U �0 ~ Z 00 Q Q GENERAL SECTIONS L ALE DIMENSIONS FROM WINGS. IF A DIMENSION IS AR REFER TO THE TURAL DRAWINGS OR TACT THE E.O.R. r ---PLAN NAME ADDITION DESIGN/DRAWN/CHECKED CS / RD / LAP DATE 01.23.18 SCALE AS NOTED LPA No. HAKI-18-00045 CONTROL No. St1EET 54.1 SHEET 11 0l= 14 FULL HEIGHT ANCHOR INSTALLATION CHART THREADED CONNECTION © O @ 0 ROD 0 WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 1/2 "0 1/2 "0 ID FULL HEIGHT 4„ 2„ 3" 1/2 CMU WALL 9/16,10 3x3x1/4" 6" 6" 2Y2" ANCHORING SPECIFICATIONS 5/8 3/4„O 3/4"0 3x3x'/4" 7.5” 10" 2}//, 3„ CONC CMU I CONIC I CMU (� PLAN�I • \/ I /\ I ANCHORING SYSTEM: THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF 3/"0 A307 THREADED RODS, ORIENTED VERTICALLY AND ATTACHED TO THE STUD WALL DOUBLE FULL HT. FOUNDATION AND TO THE UPPERMOST PLATE AT THE FRAMING SEE —\ SOLE FULL HT. ANCHOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE PLAN PLATE ANCHOR TOP PLATE. TOP PLATE, PROVIDE A 2"x 2"x Y8" STEEL WASHER. IF TRUSS REACTION EXCEEDS FASTEN WITH A NUT AND ALLOW AT LEAST 3 300Ibs PROVIDE CRIPPLE STUDS 2x— P.T. STUD FASTEN THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) DIRECTLY BENEATH TRUSS TO CMU WALL (� WALL OR POST. STUD ROD INSTALLATION: AT ALL PLATE PENETRATIONS, W/ 1/4 'x3" TAPCONS PROVIDE A HOLE IN THE PLATE ''/4" LARGER THAN THEA B B (D� 16" O.C. DIAMETER OF THE THREADED ROD USED. WHILE �V_ SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS N — (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES I O ELEVATION O RCONTINUOUS INSTALEDROD RODSHALLAPPROXIMATELY CENTERED FRAME WALL TO CMU WALL © IN HOLE. RODS MAY BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO FULL HT. CD D D ANCHOR AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. D THE NUT ABOVE THE UPPERMOST PLATE SHALL BE C (DJUAT SILL PLATE AT TOP PLATE SECURED OVER THE WASHER TO A SNUG—TIGHTEXISTING CONDITION PLUS ONE—HALF TURN OF A STANDARD TIMBER FRAMED WALL FULL HEIGHT ANCHOR INSTALLATION CHART THREADED CONNECTION © O @ 0 ROD 0 WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 1/2 "0 1/2 "0 2x2x'/8 „ 4„ 4„ 2„ 3" 1/2 %"o 9/16,10 3x3x1/4" 6" 6" 2Y2" 3" 5/8 3/4„O 3/4"0 3x3x'/4" 7.5” 10" 2}//, 3„ CONC CMU I CONIC I CMU WRENCH (APPROXIMATELY 30 FT.—LBS. OF TORQUE).C C DUE TO SHRINKAGE AND COMPRESSION OF BUILDING 14 CONTRACTORS SHALL RE—TIGHTEN NUT TO 30 FT.—LBS. OF TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO INSULATION. EPDXY ANCHORING: ALL THREADED RODS SHALL BE DRILLED & EPDXY ANCHORED. SEE INSTALLATION CHART FOR EMBEDMENT AND EDGE DISTANCE REQUIREMENTS THREADED ROD INSTALLATION CHART HEADER DOWN CONNECTION CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR CALL OUT UPLIFT CONNECTOR B A H2.5T © 32" O.C. TOP & BCT (2)CS16 STRAPS B SEE PLAN C (1)MSTA24 STRAPS D FULL HGT ANCHOR PER PLAN. HEADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A LSTA18 © 32" O.C. B SEE PLAN C (2)CS16 STRAPS D FULL HGT ANCHOR PER PLAN. 2x4 T. SPF#2 NEW STUD FAST N TO EXISTING WALL FRAMING TIMB R FRAMED WALL W/ ' 4 "Ox4'/2 " LAG SCREWS © 16' O.C. NEW TO EXISTING F AME WALL 1 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM EN2 HEADER TIE DOWN 3 WALL TO WALL ONNECTION DETAILS S4.2 OTED S4.2 THIS DETAIL ONLY APPLIES W EN NOTED ON PLAN S4.2 SCALE: 3/4" = 1'-0" I 6X6 SYP#2 TRUSS REPAIR P.T. POST. I V I EXISTING CUT TRUSS TO 4LLOW NEW BEAM TO FIT DECK JOIST SEE PLAN. I I EXTERIOR, AND PLACE NE 2x4 SYP#2 SCRIBE IN ROOF RAFTERS, FASTEN WALL TO EE PLAN. NEW EXTERIOR I WALL TO BE BETWEEN TOP AND BOT. CHORD AT NEW UPSIDE DOWN FASTEN POST TO BEAM BELOW PER WALL, SEE I REMOVED. TRUSS END. FA TEN EACH END w/ LUS210 HANGER.MASONRY & WALL w/ UPSIDE DOWN DETAIL 1/S4.2. PLAN. I 3-10d TOENAILI. (TYPICAL) /8 ROD HANGER. I I EPDXIED 8" MIN EXISTING FLOOR TRUSS BEAM, SEE LEDGED,—\ �= TO REMAIN UNCHANGED. PLAN I DECK JOIST BEAM, SEE SEE PLAN. I I PLAN I 1: SEE PLAN. I\ „ __. _ TRUSS REPAIR • I - EXISTING BEAM" THICK x 4-0' WIDE FULL DEPTH SEE DETAIL 7/S4.0 TO BE RAISED. 4 PLYWOOD GUSSET EA. SIDE OF TRUSS. FOR TOP PLATE TO _ LUS210 HANGER. SEE DETAIL 7/S4.0 SIMPSON HU616 FASTEN TO TRUSS CHORDS AND MASONRY WALL • H3 STRAP FOR TOP PLATE TOJE HANGER. FLOOR JOIST, SEE PLAN. HANGER EACH TRUSS. SCRIBES w/0.13 x1Y2" @3" O.C. AND CONNECTION. MASONRY WALL FASTEN EACH END w/ MASONORY WALL, CONNECTION. H3 TRAP LUS210 HANGER. NON STROCTION DDHESI E. STAGGER SEE PLAN. MAS NORY WALL, CONTRACTOR TO VERIFY SEF PLAN. BEAM SIZE AND 4 CANTILEVERED DECK CANTILEVERED ROOF CONTACT E.O.R. 6 TRUSS REPAIR w/ RAISED BEAM S4.2 SCALE: N.T.S. S4.2.) SCALE: N.T.S. S4.2 ROOF SHEATHING, SEE SPECS ON SO.0 2x8 SYP#2 BLOCKING. FASTEN THIS END OF FASTEN EACH END RAFTER TO BEAM w/(4)10d TOENAILS. w/H2.5T. BEAM, SHEATH WALL TO NEW EXTERIOR 2x8 SYP#2 ROOF SEE PLAN. BOTTOM OF BEAM WALL, SEE EXISTING RAFTERS ©24" O.C. PRIOR TO INSTALLING PLAN. EXTERIOR, EXISTING � WALL TO BE LEDGER. ROOF TRUSS REMOVED. H2.5T STRAP. TO REMAIN. EXISTING DECK TO BE SHORTENED FASTEN WALL TO FLOOR JOIST, (CUT) AND FASTENED TO NEW BEAM BELOW PER I SEE PLAN. FASTEN ROOF FRAMING i .... FASTEN EXISTING LED ER/BEAM. DETAIL 1/S4.2. AND PONYWALL TO STUDS TRUSS TO NEW BEAM _. w LUS210 HANGER. BELOW w/ CS16 ©48" I 2x6 SYP#2 / O.0 w/12" OVERLAP. I CEILING JOIST 24" O.C. 2x6 PONY WALL. FASTEN BOTTOM i --- PLATE FASTEN TO -" EA JOIST w/3-10d� I H2.5T LUS26 I I LED ER, 1 I EXISTING SEE PLAN. EXISTING BUILDER TO FURR STRAP HANGER EXTERIOR, DOWN CEILING. GIRDER TRUSS RIMBOARD 1 WALL TO BE\\—EXISTING WALL LU S2 10 TO REMAIN. NEW EXTERIOR 1 REMOVED. TO REMAIN. HANGER. STUD WALL, --+—L SEE PLAN. 7 FRAMED ROOF 8 EXISTING DECK TO NEW BEAM �-2SCALE: 3/4" = 1'-0" S4 2 SCALE: N.T.S. Lou Ponti3o and Associates, Inc. 420 Osceola Avenue Jax. 6e�ch, Florida 32250 1'h.242-0,908 Fax. 241-9557 FL: CA # $344 SC: CA# 3579 E /V tis (ems' of tTA 461 t a� N s � E 01" o Christo phIer J Sabourin PE FLI PE#71461 DATE FIELDALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO � ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. GENERAL SECTIONS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION'S UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. r --777N NAME ADDITION DESIGN/DRAW N/CHECKED CS RD LAP DATE 01.23.18 SCALE AS NOTED LI'A No. HAKI-18-00045 CONTROL No. SHEET S4.2 SHEET 1 2 OF � 4 7m m �m N Z� w� � U 7< Q m m U Z 0o J Q GENERAL SECTIONS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION'S UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. r --777N NAME ADDITION DESIGN/DRAW N/CHECKED CS RD LAP DATE 01.23.18 SCALE AS NOTED LI'A No. HAKI-18-00045 CONTROL No. SHEET S4.2 SHEET 1 2 OF � 4 HANDRAIL BY BULDER. HANDRAIL BY BULDER. BEAM, SEE I, PLAN. I. I FASTEN BEAM TO POST w/(2)MSTA24 STRAP I LUS210 HANGER. (TYPICAL) 6x6 SYP#2 P.T. POST. FASTEN TO MASONRY COLUMN BELOW w/ ABU66 & %" ROD EPDXIED 8" MIN ■_ 1, ® 11® FLOOR SHEATHING, SEE SPECS ON SO.0 SLOPE JOIST PER FOOT DECK JOIST, SEE PLAN. WATER PROOFING BY BUILDER. WATER PROOFING NOT WITHIN SCOPE OF LOU PONTIGO & ASSOCCIATES. TOP OF PIER, SEE ARCH. LUS210 HANGER. (TYPICAL) LEDGER, SEE PLAN. EXISTING WALL AND INTERIOR FLOOR FRAMING, EXISTING FLOOR TRUSSES TO REMAIN. - -. EXISTING FLOOR TRUSSES TO DECK BEYOND, ° FLOOR SHEATHING, REMAIN, SEE PLAN. SEE SPECS ON SO.0 ........... ...._. J 477— - - _ I` SLOPE JOIST PER FOOT MASONRY, LEDGER, LUS210 HANGER. _ COLUMN, SEE. SEE PLAN. (TYPICAL) DETAIL 5/S1.01. EXISTING — LEDGER, BEAM TO t Tom._ SEE PLAN. REMAIN. I 1 DECK w/ WOOD POST TO MASONRY POST. 2 ROOF OVER NEWLY FRAMED BATHROOM S4.3 SCALE: N.T.S. SCALE: N.T.S. S4.3 BEAM SEE PLAN. FASTEN BEAM TO POST w/(2)MSTA24 STRAP. (TYPICAL) Lou Pontigo and Assolciates, Inc. 420 Ysceola Avenue lax. Beach, Florida 32250 Ph. 242-0 08 Fax. 241-9557 FL: CA # 044 SC: CA# 3579 Christopher J Sabourin PE FL PE#71461 REVISIONS DATE le FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO S ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. m m Lij N �m ZLIJ J J � � U 7< Qm m U �0 ~ Z 00Q Q GENERAL SECTIONS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION'S UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. r-7177 NAME ADDITION DESIGN/DRAWN/CHECKED CS / RD / LAP DATE 01.23.18 SCALE AS NOTED LPA No. HAKI-18-00045 CONTROL No. SHEET L S4.3 SHEET 13 OF 14 ---i .• (r '- as cam,.° �. " 61 . Z ,1 ° TAT c Al �y p n .•� ; �c�`; °° o All - Christopher J Sabourin PE FL PE#71461 REVISIONS DATE le FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO S ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. m m Lij N �m ZLIJ J J � � U 7< Qm m U �0 ~ Z 00Q Q GENERAL SECTIONS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION'S UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. r-7177 NAME ADDITION DESIGN/DRAWN/CHECKED CS / RD / LAP DATE 01.23.18 SCALE AS NOTED LPA No. HAKI-18-00045 CONTROL No. SHEET L S4.3 SHEET 13 OF 14 ---i HANDRAIL BY BULDER. UPSIDE DOWN LUS28 HANGER. BEAM, SEE PLAN. SEE DETAIL 9/S4.0 FOR TOP PLATE TO MASONRY WALL CONNECTION. HANDRAIL BY BULDER. BEAM, SEE PLAN. I FASTEN BEAM TO POST w/(2)MSTA24 STRAP LUS210 HANGER. _/i (TYPICAL) POST, BEYOND SEE PLAN. 0rICH I rIIINh NHILtM H3 ® EACH JOIST. MASONRY WALL, SEE PLAN. 18" LSL RIMBOARD. -- FLOOR JOIST, SEE PLAN. - - STRAP WALL TO FASTEN EACH END w/ FLOOR SHEATHING, HEADER BELOW PER LUS210 HANGER. -� SEE SPECS ON SO.0 - DETAIL 1/S4.2. SLOPE JOIST 4" PER FOOT DECK JOIST, SEE PLAN. WATER PROOFING BY BUILDER. WATER PROOFING NOT WITHIN SCOPE OF LOU PONTIGO & ASSOCCIATES. HANDRAIL BY BULDER. SLOPE CUT DECK JOIST a" PER FOOT 1 DECK w/ WOOD POST TO MASONRY POST. S4.4 SCALE: N.T.S. LUS210 HANGER. (TYPICAL) LEDGER, SEE PLAN. NEW WALL, SEE PLAN. STRAP WALL TO BEAM BELOW PER DETAIL 1/S4.2. —"rLUUM JrLJAIr11Nh, r -SEE SPECS ON SO.0 LUS210 HANGER. (TYPICAL) LEDGER, SEE PLAN. BEAM, SEE PLAN. FASTEN EXISTING FLOOR TRUSS TO BEAM w/ HANGER. NEW BEAM'TO BE PLACED AT END OF EXISTING FLOOR TRUSSES. EXISTING BEAM TO REMAIN. BUILDER TO FURR DOWN CEILING. 1 D Associates, Inc. 420 Osceola Avenue Jax. Bex,ch, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # $344 SC: CA# 3579 P SOF ;� y .✓ � PPOe r�y� \ �..+�P P �� ''s r�� •ae�eO l� .e.PP f` S `.. \�s k"I ON `Ir zy\i\ Christopher J Sabourin I'E FL' PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 6 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. m m w N D cn Z LLJ `L Q= = U Q m m U z ~ Z o^r0 Q Q GENERAL SECTIONS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER. TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME ADDITION DESIGN/ RAWN/CHECKED CS RD / LAP DATE 01.23.18 SCALE AS NOTED LPA No. HAKI-18-00045 CONTROL No SI-IEET S4.4 SHEET 14 OF 14